Publications

AKANKSHA AGRAWAL

Effect of inoculums type and optimization of inoculum to substrate ratio on the kinetics of biogas production of fruit and vegetable waste

Journal

Journal NameEnvironmental Engineering Research

Title of PaperEffect of inoculums type and optimization of inoculum to substrate ratio on the kinetics of biogas production of fruit and vegetable waste

PublisherEER

Volume Number29(1)

Published YearMay 2023

Indexed INWeb of Science

Abstract

Annually 5.6 million tonnes of FVW are produced in India. Anaerobic digestion (AD) holds the potential of generating renewable energy from this organic waste. Therefore, an attempt has been made to optimize inoculum to substrate (I/S) ratio via biochemical methane potential (BMP) of FVW using two different types of inoculums viz. anaerobic sludge and a mixture of anaerobic sludge and cow dung in (1:1) ratio. Different (I/S) ratios selected for the study were 0.2, 0.3, 0.4, 0.5, and 0.6. Results indicated that anaerobic sludge (AS) along with cow dung (CD) at a (1:1) ratio performed better than AS alone. The highest cumulative biogas yield was obtained at (I/S) ratio 0.3 for AS+CD (1:1) ratio, which is equivalent to 468.82 ml/g VS. On the other hand, the biogas yield using only AS was found to be 459.49ml /g VS. The highest methane content was obtained as 64% and 61.2%, for inoculums AS+CD and AS, respectively. Performance analysis portrayed volatile solids (VS) reductions of 74% and 68% for (AS+CD) and AS, respectively. The kinetic parameters of AD were studied by the modified Gompertz model (MGM) and the first-order kinetic model. The experimental data fitted well with the MGM model.

Effect of microwave treatment on maximizing biogas yield for anaerobic co‑digestion of fruit and vegetable waste and anaerobic sludge

Journal

Journal NameBiomass Conversion and Biorefinery

Title of PaperEffect of microwave treatment on maximizing biogas yield for anaerobic co‑digestion of fruit and vegetable waste and anaerobic sludge

PublisherSpringer

Volume Number12

Page Number1-10

Published YearMarch 2023

Indexed INWeb of Science

Abstract

Treatment of organic waste has gain importance in the last decade due to stringent environmental laws. Fruit and vegetable waste (FVW) is potent substrate to be utilized for the recover energy via anaerobic digestion, a sustainable approach for the waste to energy transformation. Co-digestion of FVW and anaerobic sludge (AS) was explored in batch anaerobic digestion for a retention time of 31 days. Mixing ratio of (AS:FVW) 25:75 claimed 22% and 43% higher biogas yield as compared to 50:50 and 75: 25 ratio, respectively. Highest methane yield of 62% which is equivalent to 275.9 NmL/g VS was observed for (AS:FVW) 25:75 ratio. Further, application of microwave (MW) treatment enhanced the solubilization of the feedstock and rendered 10% higher methane yield as compared to untreated (AS:FVW) 25:75 ratio at operating power of 300W. Performance analysis indicated highest VS reduction of 77% for MW-treated FVW at optimal ratio of FVW and AS. Kinetic modelling was done, and experimental data fts well to the frst-order model as compared to modifed Gompertz model. Rate constant at optimal ratio with microwave pre-treatment was found to be 0.111, while the value for untreated optimal ratio was found as 0.1085

Hydrolysis and acidogenesis study of fruit and vegetable waste using activated sludge.

Journal

Journal NameBiomass Conversion and Biorefinery

Title of PaperHydrolysis and acidogenesis study of fruit and vegetable waste using activated sludge.

PublisherSpringer

Published YearFebruary 2023

Indexed INWeb of Science

Abstract

Over the past years, uncontrolled population explosion coupled with an upsurge in the living standard of the people has led to a rise in the generation of municipal solid waste and energy consumption per capita. This has also increased the energy crisis and carbon footprint on the environment. Anaerobic digestion is a mature and sustainable technology for recovering energy from biomass, which can reduce the burden on municipal communities. Hydrolysis and acidogenesis are the ratelimiting steps in anaerobic digestion (AD), which needs to be improved to facilitate quick digestion of the highly biodegradable organic waste such as and fruit and vegetable waste (FVW) and food waste. Optimization of the operating parameters of hydrolysis and acidogensis, particularly for the treatment of FVW, has not been studied in detail so far. Therefore, in our present study, an attempt has been made to optimize the infuence of environmental parameters such as pH and solid-to-liquid (S/L) ratio on VFA and chemical oxygen demand of the leachate through batch test. Infuence of adding waste activated sludge toward enzymatic hydrolysis was also studied. The optimum pH and S/L ratio were found to be 6 and 7%, respectively, for the frst phase of AD. Solubilization rate constant (k) for hydrolysis and acidifcation of FVW was found as 0.1785 d−1. Improving the degree of hydrolysis will enhance the VFA production, which is a precursor of the methanogenesis step, thus enhancing the overall process efciency of AD. Hydrolysis rate was found to increase from 44 to 83%.

Effect of mixing ratio on biomethane potential of anaerobic co‑digestion of fruit and vegetable waste and food waste

Journal

Journal NameBiomass Conversion and Biorefinery

Title of PaperEffect of mixing ratio on biomethane potential of anaerobic co‑digestion of fruit and vegetable waste and food waste

PublisherSpringer

Page Number24987

Published YearJanuary 2023

Indexed INWeb of Science

Abstract

Anaerobic digestion (AD) is a mature technology for treating organic fraction of municipal solid waste. In the present study, an attempt has been made to evaluate the optimum mixing ratio for co-digestion of two main streams of organic fraction of municipal solid waste (OFMSW) i.e., fruit and vegetable waste (FVW) with food waste (FW) and its efect on biogas yield using single-stage anaerobic digester. The diferent ratios selected for the study were (FVW:FW) (1:1, 1:2, 2:1). The results indicated that (FVW:FW) in the ratio (1:2) gave the highest cumulative biogas yield (510.96 mL/g VS) in comparison to (1:1) (472.2 mL/g VS) and (2:1) (420.5 mL/g VS) ratio, whereas Mono digestion of FVW and FW gave cumulative biogas yield of 429.16 mL/g VS and 393 mL/g VS, respectively. The co-digestion of FVW and FW contributed to the digester’s stability, which improved operation of AD and increased biogas production. The methane content in the digesters was increased from 35 to 67% with the time. The co-digestion of FVW and FW at optimal mix ratio yields 21% higher methane content as compared to mono-digestion of FVW. Performance analysis indicated a volatile solid reduction of 72% at the optimum mix ratio.

Anaerobic digestion of fruit and vegetable waste: a critical review of associated challenges

Journal

Journal NameENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH

Title of PaperAnaerobic digestion of fruit and vegetable waste: a critical review of associated challenges

PublisherSpringer

Volume Number30

Page Number24987–25012

Published YearJuly 2022

Indexed INWeb of Science

Abstract

The depletion of fossil fuels coupled with stringent environmental laws has encouraged us to develop sustainable renewable energy. Due to its numerous benefts, anaerobic digestion (AD) has emerged as an environment-friendly technology. Biogas generated during AD is primarily a mixture of CH4 (65–70%) and CO2 (20–25%) and a potent energy source that can combat the energy crisis in today’s world. Here, an attempt has been made to provide a broad understanding of AD and delineate the efect of various operational parameters infuencing AD. The characteristics of fruit and vegetable waste (FVW) and its feasibility as a potent substrate for AD have been studied. This review also covers traditional challenges in managing FVW via AD, the implementation of various bioreactor systems to manage large amounts of organic waste and their operational boundaries, microbial consortia involved in each phase of digestion, and various strategies to increase biogas production.

Hydrolysis of kitchen waste through dry anaerobic digestion -a sustainable environmental practice for its effective management

Conference

Title of PaperHydrolysis of kitchen waste through dry anaerobic digestion -a sustainable environmental practice for its effective management

Proceeding NameChem-BioEN 2021

Conference

Title of PaperUtilization of Post-consumer Plastic Water Bottles as an Admixture for Improving the Soil Subgrade

Proceeding NameGeo-Congress 2024, Geotechnical Special Publication 351

PublisherAmerican Society of Civil Engineers

Author NameAlka Shah

Page Number471-481

Published YearFebruary 2024

Indexed INScopus

Abstract

Post-consumer plastic water bottles are foremost source behind the adverse effects on animals and the ambient environment as majority of quantity are dumped without being recycled or reused owing to a lack of awareness or infrastructure. This study explored the possible reuse of such post-consumer plastic water bottles as an admixture for altering the soil subgrade properties. The extent of replacement and sizes of waste material are the key aspects for improving the geotechnical parameters. So, this study focused on investigating the impact of plastic waste content and size through standard compaction, California Bearing Ratio (soaked and unsoaked), expansion ratio, and resilient modulus on stabilized soil subgrade. The series of experiments were conducted by varying the plastic waste content with 0%, 0.2%, 0.4%, 0.8%, and 1% of dry soil and two different sizes of waste strips with aspect ratios 2 and 4. It was discovered that adding plastic waste noticeably improves the behavior of stabilized soil subgrade under extreme conditions. Among the various combinations, laboratory test result of mix with 0.4% plastic content and strips with width 5 mm and length 10 mm shows the significant improvement in strength properties. Thus, this research provides an important approach to use waste plastic bottles for the construction of subgrade in order to lessen harmful impact of waste plastic bottles on living organisms and environment.

Soil Properties Modification Using PET waste—An Experimental Study

Book Chapter

Book NameLecture Notes in Civil Engineering

PublisherSpringer, Singapore

Author NameAlka Shah

Chapter TitleSoil Properties Modification Using PET waste—An Experimental Study

Published YearFebruary 2024

ISSN/ISBN No978-981-99-3557-4

Indexed INScopus

Abstract

In recent years, change in lifestyle mainly due to overuse of different products for personal use, cleaning, packaging, etc., which majority made from the various types of plastics like PET, HDPE and LDPE affected the living organism on the planet earth directly or indirectly. Currently, entire world is finding tangible solution to minimize the use of plastic materials and also recycling or reuse of such materials. This paper presents the reuse of the plastic waste for modification of properties of clayey soil. In this study, PET types of plastic were utilized to analyse the properties of soil. Used plastic water bottles were collected and converted in to form of stripes. Series of experiments were conducted with different percentage of PET waste (0, 0.2, 0.4, 0.8, and 1%) and aspect ratio (2 and 4). The observation of the study shows the significant change in behaviour of clayey soil with inclusion of PET type of waste. This methodology can be use potentially for the construction of pavements having bed subgrade soil.

Modification of Engineering Properties of Soil Using Waste Materials: A Review

Book Chapter

Book NameLecture Notes in Civil Engineering

PublisherSpringer Nature Singapore

Author NameAlka Shah

Page Number549-559

Chapter TitleModification of Engineering Properties of Soil Using Waste Materials: A Review

Published YearJanuary 2023

ISSN/ISBN No978-981-19-4739-1

Indexed INScopus

Abstract

In recent decades, changes in lifestyle, industrialization, urbanization, migration, etc., affected the ecosystem of the earth due to the generation of postconsumer wastes. The amount of waste generation is leading to a huge challenge for the disposal of wastes. The direct dumping of wastes in water bodies and land created a major impact on ambient. A refined analysis was carried out based on studies available on the effect of natural and synthetic waste materials on the geotechnical properties of soils. This paper presents the review of various types of wastes used as an admixture with soil and its behavior. Looking to the problem of waste dumping, one of the potential use of wastes in developing country is to utilize wastes in ground improvement looking to the large-scale infrastructure construction. The addition of wastes in different amount, form, etc., shows the significant modification in the properties of virgin soil.

Influence of Polyethylene Terephthalate Waste on Mechanical Properties of Clayey Soil

Conference

Title of PaperInfluence of Polyethylene Terephthalate Waste on Mechanical Properties of Clayey Soil

Proceeding NameIndian Geotechnical Conference 2022

Author NameAlka Shah

OrganizationIndian Geotechnical Society-IGS Kochi Chapter and Cochin University of Science and Technology (CUSAT)

2D Flood Simulation and Mapping Using Hydraulic Model and GIS Technology

Book Chapter

Book NameFlood Forecasting and Hydraulic Structures

PublisherSpringer, Singapore

Author NameAnant Patel, Neha Keriwala, S. M Yadav

Page Number71-87

Chapter Title2D Flood Simulation and Mapping Using Hydraulic Model and GIS Technology

Published YearSeptember 2023

ISSN/ISBN No978-981-99-1890-4

Indexed INScopus

Abstract

Massive property damage and loss of life have resulted from flooding, which is a common occurrence in many regions of the world, particularly in the developing world. A flood occurs when water from a stream or river overflows its banks and submerges normally dry terrain. Future development and flood mitigation methods rely heavily on understanding flooding behavior and hydraulic features of rivers. The main objective of the research is to simulate the flood event for Lower Narmada River Basin and develop inundation maps. A hydraulic model was utilized in this research to examine a variety of physical variables that are critical to water movement in the river. A digital elevation model (DEM) was used for geometry data generation in ArcGIS, a Geographical Information System (GIS) program, is used to segment the research region for the hydraulic model. Because of this, it makes use of a hydraulic model developed by Hydrologic Engineering Center (HEC-RAS). HEC-GeoRAS is an intermediary module that allows data to be migrated between ArcGIS and HEC-RAS. Flood inundation maps are generated by adding flow data into a model once the necessary geometrical and hydraulic structural data have been gathered and compiled as needed. As a result of hydraulic modeling, flood depth and velocity are also determined. It is necessary to consider flood inundation, depth, and velocity statistics in order to identify flood-prone regions. By using the information from this study, we may better prepare for floods by building an embankment, a flood wall, and other flood mitigation measures. Hydrologists and water resources engineers may utilize the results and findings to plan and develop using the HEC-RAS model, which has excellent performance.

A Resilient Plan for Water Resources Management to Mitigate Risk of Drought & Flood

Conference

Title of PaperA Resilient Plan for Water Resources Management to Mitigate Risk of Drought & Flood

Proceeding Name4th World Congress on Disaster Management

Author NameAnant Patel

OrganizationIIT-Bombay

Year , VenueFebruary 2019 , IIT-Bombay

Page Number9

ISSN/ISBN No978-93-5346-919-1

Water quality analysis of world’s largest gravity canal system –Narmada Main Canal, Ahmedabad

Conference

Title of PaperWater quality analysis of world’s largest gravity canal system –Narmada Main Canal, Ahmedabad

Publisher23rd International Conference on Hydraulics, Water Resources & Coastal Engineering ( HYDRO-2018)

Year , VenueDecember 2018 , NIT - Patna

Indexed INOthers

Design of Optimum Number of Rain Gauge Network Over Sabarmati River B

Journal

Journal Namei-manager's Journal on Future Engineering and Technology

Title of PaperDesign of Optimum Number of Rain Gauge Network Over Sabarmati River B

Publisheri-manager publication

Volume Number14

Page Number26-31

Published YearNovember 2018

ISSN/ISBN No2230-7184

Indexed INIndian citation Index, EBSCO, UGC List

Rainfall – Runoff modelling and simulation using Remote Sensing and Hydrological model for Banas River, Gujarat, India

Conference

Title of PaperRainfall – Runoff modelling and simulation using Remote Sensing and Hydrological model for Banas River, Gujarat, India

Publisher2nd International Conference on Current Trends and Recent Advances in Civil Engineering TRACE 2018

Year , VenueAugust 2018 , Amity University, Noida

Indexed INOthers

River cross section delineation from the Google earth for development of 1D HEC-RAS model – A case of Sabarmati river, Gujarat, India

Conference

Title of PaperRiver cross section delineation from the Google earth for development of 1D HEC-RAS model – A case of Sabarmati river, Gujarat, India

Publisher22nd International Conference on Hydraulics, Water Resources & Coastal Engineering ( HYDRO-2017)

Year , VenueDecember 2017 , L. D College of Engineering, Ahmadabad

Indexed INOthers

Flood Modelling using HEC-RAS and Geo-Informatics technology in the lower reaches of Shetrunji river

Conference

Title of PaperFlood Modelling using HEC-RAS and Geo-Informatics technology in the lower reaches of Shetrunji river

PublisherNational Conference on Water Resources and Flood Management

Year , VenueAugust 2016 , SVNIT-Surat

ISSN/ISBN No978-81-931162-4-1

Indexed INOthers

Rain water harvesting- A case study of Amba township, Gandhinagar

Conference

Title of PaperRain water harvesting- A case study of Amba township, Gandhinagar

PublisherNational Conference on Transportation and Water Resources Engineering, L.D College of Eng.

Year , VenueApril 2015 , L. D College of Engineering, Ahmadabad

ISSN/ISBN No978-93-85056-39-0

Indexed INOthers

India is in desperate need of landfill space for the disposal of construction and demolition waste (C&DW). Construction waste or debris resulting from the construction, maintenance, renovation, and demolition of residential buildings, large building structures, roadways, bridges, and dams. India produces around 150 million tons of C&DW every year. However, the recycling capacity is about 1.5% which is nearly 6500 tons per day. So, it is important to implement a strategy for reducing, reusing, and recycling C&DW in India. This study presents the efficacy of C&DW for use as a reinforced material mixed with soil in pavement applications. Various index and engineering properties of soil and C&DW including compaction characteristics are ascertained and compared with different proportions of C&DW and soil mixture. Standard proctor test and California bearing ratio (CBR) test were performed on soil, C&DW and their different mix proportions like 0, 25, 50, and 75% of soil replaced by C&DW. The compaction tests showed that the best results are achieved with 50% replacement of soil by C&DW. The CBR values were observed to be increased by 33% in unsoaked condition and 82% in soaked condition considering 50% replacement of soil by C&DW. The paper emphasizes the potential application of C&DW as a sustainable material in subgrade for pavement application.

Utilization of Recycled Construction and Demolition Waste in Backfill Soil

Journal

Journal Name International Journal of Geosynthetics and Ground Engineering

Title of PaperUtilization of Recycled Construction and Demolition Waste in Backfill Soil

PublisherSpringer Nature

Volume Number8

Published YearOctober 2022

ISSN/ISBN No2199-9279

Indexed INScopus, EBSCO

Abstract

India requires a large landfill area for the disposal of construction and demolition waste (C&DW) generated during maintenance, renovation, or destruction of different structures. India produces millions of tonnes of C&DW and the capacity for recycling is less than 2 percent. As a result, India must establish a strategy for reducing, reusing, and recycling C&DW. This study presents the efficacy for use of C&DW as a reinforced material to be mixed with backfill soil in retaining walls. Various index and engineering properties of soil and C&DW, including compaction parameters, and shear parameters are determined and compared for different C&DW and soil proportions. The compaction tests and triaxial compression test showed that the best results are achieved with 37.5% replacement of soil by C&DW. When 37.5% of soil is replaced by C&DW, the Optimum moisture content and maximum dry unit weight values were observed to be increased by 6.95% and 2.06%, respectively, while the cohesion decreased by 30.35% and the internal friction angle increased by 85.44%. The study emphasizes the potential application of C&DW as a reinforcing material in the backfill of the retaining walls.

Arth Patel

Computer Aid for Designing Circular Concrete Filled Double Skinned Tube (C-CFDST) Composite Column

Conference

Published YearJuly 2023

ISSN/ISBN No1971-8993

Indexed INScopus, Web of Science

Numerical study on Role of Shear Key in Precast Beam to Beam Connection Subjected to Torsion

Journal

Journal NameASPS Conference Proceedings

Title of PaperNumerical study on Role of Shear Key in Precast Beam to Beam Connection Subjected to Torsion

PublisherAlwaha Scientific Publishing Services SARL (ASPS)

Volume Number1(6)

Page Number57-61

Published YearDecember 2022

ISSN/ISBN NoISSN: 2830-909X

Indexed INOthers

Comparative Study of Progressive Collapse Potential of Steel Moment Resisting Frame and Braced Frame

Journal

Journal NameASPS Conference Proceedings

Title of PaperComparative Study of Progressive Collapse Potential of Steel Moment Resisting Frame and Braced Frame

PublisherAlwaha Scientific Publishing Services SARL (ASPS)

Volume Number1(6)

Page Number417-425

Published YearDecember 2022

ISSN/ISBN NoISSN: 2830-909X

Indexed INOthers

Strengthening of Multistory Steel Moment-Resisting Frame Building by Providing Chevron Bracings

Book Chapter

Book NameSustainable Building Materials and Construction. Lecture Notes in Civil Engineering

PublisherSpringer

Author NameParthav P. Patel and Digesh D. Joshi

Page Number319-326

Chapter TitleStrengthening of Multistory Steel Moment-Resisting Frame Building by Providing Chevron Bracings

Published YearMay 2022

ISSN/ISBN No978-981-16-8495-1

Indexed INScopus

Experimental and Numerical Studies of Precast Connection under Progressive Collapse Scenario

Journal

Journal NameAdvances in Concrete Construction

Title of PaperExperimental and Numerical Studies of Precast Connection under Progressive Collapse Scenario

PublisherTechno Press

Volume Number9(3)

Page Number235-248

Published YearMarch 2020

ISSN/ISBN No235-248. ISSN: 2287-5301 (Print), 2287-531X (Online)

Indexed INScopus

Finite Element Modeling and Analysis of Pecast Dry Connection under Progressive Collapse Scenario

Conference

Title of PaperFinite Element Modeling and Analysis of Pecast Dry Connection under Progressive Collapse Scenario

Proceeding Name7th International Congress on Computational Mechanics and Simulation (ICCMS 2019)

Author NameBhautik G. Patoliya, Digesh D. Joshi and Paresh V. Patel

OrganizationInstitute of Technology (IIT) Mandi

Year , VenueDecember 2019 , Indian Institute of Technology (IIT) Mandi

Page Number1-12

Experimental study of precast dry connections constructed away from beam–column junction under progressive collapse scenario

Journal

Journal NameAsian Journal of Civil Engineering - Building and Housing

Title of PaperExperimental study of precast dry connections constructed away from beam–column junction under progressive collapse scenario

PublisherSpringer International Publishing

Volume Number20

Page Number209-222

Published YearFebruary 2019

ISSN/ISBN No1563-0854

Indexed INScopus, EBSCO, UGC List, Others

Study of Shear Lag Effect in Hybrid Structural System for High Rise Building

Book Chapter

Book NameTechnology Drivers: Engine for Growth

PublisherCRC Press, Taylor & Francis Group

Author NameAlka Mahajan, B.A. Modi & Parul Patel

Page Number153-158

Chapter TitleStudy of Shear Lag Effect in Hybrid Structural System for High Rise Building

Published YearOctober 2018

ISSN/ISBN No978-1-138-56042-0

Behavior of Precast Portal Frame Subjected to Lateral Loading: An Experimental Study

Book Chapter

Book NameAdvances in Concrete, Structural & Geotechnical Engineering

PublisherBloomsbury India

Author NameShamsher Bahadur Singh, Dipendu Bhunia, G Muthukumar

Page Number246-251

Chapter TitleBehavior of Precast Portal Frame Subjected to Lateral Loading: An Experimental Study

Published YearFebruary 2018

ISSN/ISBN No978-93-87471-69-6

Nonlinear FE analysis of Precast Dry Connection under Column Removal Scenario

Conference

Title of PaperNonlinear FE analysis of Precast Dry Connection under Column Removal Scenario

Proceeding Name2nd International Conference on Innovations in Structural Engineering (IC-ISE-2017)

OrganizationDepartment of Civil Engineering, University College of Engineering (A), Osmania University, Hyderabad

Year , VenueDecember 2017 , Department of Civil Engineering, University College of Engineering (A), Osmania University, Hyderabad

Behaviour of the Precast Portal Frames under Lateral Loading

Journal

Journal NameAsian Journal of Civil Engineering (BHRC)

Title of PaperBehaviour of the Precast Portal Frames under Lateral Loading

PublisherSpringer

Volume Number18 (7)

Page Number1059-1076

Published YearNovember 2017

ISSN/ISBN No1563-0854

Indexed INScopus, EBSCO, UGC List, Others

Experimental Study on Behaviour of Wet Precast Beam to Beam Connections

Book Chapter

Book NameManaging Construction and Related Sectors - Challenges, Opportunities, Status and Trends (COST) in India, Volume-I - Issues in Construction Materials, Methods and Processes

PublisherNational Institute of Construction Management and Research (NICMAR)

Author NameDr. Jonardan Koner

Page Number58-66

Chapter TitleExperimental Study on Behaviour of Wet Precast Beam to Beam Connections

Published YearMarch 2017

ISSN/ISBN No978-93-5268-179-2

Study the Effectiveness of Outrigger Structural System during Progressive Collapse of High Rise Concrete Building

Conference

Title of PaperStudy the Effectiveness of Outrigger Structural System during Progressive Collapse of High Rise Concrete Building

Proceeding NameInternational Conference and Exhibition on Recent Development in Design and Construction Technologies of Tall Structures - Evolution and Innovation (REDECONE 2016)

PublisherAssociation of Consulting Civil Engineers (India), Bangalore Centre

OrganizationAssociation of Consulting Civil Engineers (India), Bangalore Centre

Year , VenueNovember 2016 , NIMHANS Convention Centre, Bengaluru

Enhancing Progressive Collapse Resistance of RC building using Viscoelastic Dampers

Conference

Title of PaperEnhancing Progressive Collapse Resistance of RC building using Viscoelastic Dampers

Proceeding NameInternational Conference and Exhibition on Recent Development in Design and Construction Technologies of Tall Structures - Evolution and Innovation (REDECONE 2016)

PublisherAssociation of Consulting Civil Engineers (India), Bangalore Centre

OrganizationAssociation of Consulting Civil Engineers (India), Bangalore Centre

Year , VenueNovember 2016 , NIMHANS Convention Centre, Bengaluru

Experimental assessment of dry precast beam column connections under progressive collapse scenario

Journal

Journal NameJournal of Structural Engineering

Title of PaperExperimental assessment of dry precast beam column connections under progressive collapse scenario

PublisherCSIR-Structural Engineering Research Centre, Chennai

Volume Number43(3)

Page Number258-269

Published YearSeptember 2016

ISSN/ISBN No0970-0137

Indexed INScopus, UGC List, Others

Experimental study on dry precast beam column connections under column removal scenario

Book Chapter

Book NameMulti-disciplinary Sustainable Engineering: Current and Future Trends

PublisherCRC Press, Taylor & Francis Group

Author NameP.N. Tekwani, M. Bhavsar & B.A. Modi

Page Number87-92

Chapter TitleExperimental study on dry precast beam column connections under column removal scenario

Published YearMay 2016

ISSN/ISBN No9781138028456

Indexed INScopus, Others

Behaviour of Precast Portal Frame Constructed with wet connections: An Experimental Study

Conference

Title of PaperBehaviour of Precast Portal Frame Constructed with wet connections: An Experimental Study

Proceeding Name31st National Convention of Civil Engineers

OrganizationGujarat State Chapter, The Institution of Engineers (India)

Year , VenueSeptember 2015 , Ahmedabad

An Experimental Study to Evaluate Performance of Wet Precast Beam Column Connections

Journal

Journal NameThe Masterbuilder

Title of PaperAn Experimental Study to Evaluate Performance of Wet Precast Beam Column Connections

PublisherMB Publishers Pvt. Ltd.

Volume Number17(6)

Page Number90-98

Published YearJune 2015

ISSN/ISBN No2249-1228

Experimental Study on Precast Beam Column Connections Constructed Using RC Corbel and Steel Billet under Progressive Collapse Scenario

Conference

Title of PaperExperimental Study on Precast Beam Column Connections Constructed Using RC Corbel and Steel Billet under Progressive Collapse Scenario

Proceeding NameStructures Congress 2015

PublisherAmerican Society of Civil Engineers (ASCE)

Author NameNathan Ingraffea and Mark Libby

OrganizationAmerican Society of Civil Engineers (ASCE)

Year , VenueApril 2015 , Portland, Oregon, USA

Page Number1101-1117

ISSN/ISBN No978-0-7844-7911-7

Indexed INScopus, Others

Experimental Evaluation of Performance of Dry Precast Beam Column Connection

Book Chapter

Book NameAdvances in Structural Engineering-Materials Volume III

PublisherSpringer India

Author NameVasant Matsagar

Page Number2333-2342

Chapter TitleExperimental Evaluation of Performance of Dry Precast Beam Column Connection

Published YearJanuary 2015

ISSN/ISBN No978-81-322-2186-9

Indexed INScopus, Others

Behavior of wet precast beam column connections under progressive collapse scenario: an experimental study

Journal

Journal NameInternational Journal of Advanced Structural Engineering (IJASE)

Title of PaperBehavior of wet precast beam column connections under progressive collapse scenario: an experimental study

PublisherSpringer

Volume Number6(4)

Page Number149-159

Published YearDecember 2014

ISSN/ISBN No2008-3556

Indexed INScopus, EBSCO, UGC List, Others

Applied Element Method: Evolution and Applications

Journal

Journal NameThe IUP Journal of Structural Engineering

Title of PaperApplied Element Method: Evolution and Applications

PublisherIUP Publications - A Division of ICFAI

Volume NumberVII(4)

Page Number16-34

Published YearOctober 2014

ISSN/ISBN No0974-6528

Indexed INEBSCO, Others

Linear and Nonlinear dynamic analysis for progressive collapse evaluation of asymmetrical RC building

Conference

Title of PaperLinear and Nonlinear dynamic analysis for progressive collapse evaluation of asymmetrical RC building

Proceeding Name19th Annual Convention and National Seminar on Information Technology & CAD in Construction Industry

PublisherPreliminary Publication

Author NameDigesh D. Joshi and Paresh V. Patel

OrganizationIndian Building Congress

Page Number28-32

Published YearFebruary 2014

Experimental Investigation of RC Beam-Column Assemblies under Column Removal Scenario

Journal

Journal NameNirma University Journal of Engineering and Technology (NUJET)

Title of PaperExperimental Investigation of RC Beam-Column Assemblies under Column Removal Scenario

PublisherNirma University

Volume Number3(1)

Page Number15-20

Published YearFebruary 2014

ISSN/ISBN No2231-2870

Indexed INUGC List, Others

Experimental Study on Behavior of Precast Beam Column Connection

Conference

Title of PaperExperimental Study on Behavior of Precast Beam Column Connection

Proceeding NameNational conference on Current Trends of Research & Development in Civil and Environmental Engineering: An Indian Perspective (CRDCE 13)

Author NameMurtaza Kolsawala, Mayur Bapodara, Kishan Sakariya, Bhawin Bohra, Digesh D. Joshi and Paresh V. Patel

OrganizationSardar Vallabhbhai Patel Institute of Technology (SVIT), Vasad

Year , VenueDecember 2013 , Vasad

Analysis of Frame using Applied Element Method (AEM)

Journal

Journal NameProcedia Engineering

Title of PaperAnalysis of Frame using Applied Element Method (AEM)

PublisherElsevier

Volume Number51

Page Number176-183

Published YearApril 2013

ISSN/ISBN No1877-7058

Indexed INScopus, UGC List, Others

Linear Static Analysis of Two Dimensional Structure using Applied Element Method

Conference

Title of PaperLinear Static Analysis of Two Dimensional Structure using Applied Element Method

Proceeding Name4th International Congress on Computational Mechanics and Simulation (ICCMS-2012)

OrganizationIndian Institute of Technology Hyderabad and Indian Association for Computational Mechanics

Year , VenueDecember 2012 , Indian Institute of Technology Hyderabad

Progressive Collapse Analysis of Asymmetrical RC Building using Linear Static and Dynamic Analysis

Conference

Title of PaperProgressive Collapse Analysis of Asymmetrical RC Building using Linear Static and Dynamic Analysis

Proceeding Name8th Biennial Conference - Structural Engineering Convention (SEC 2012)

OrganizationApplied Mechanics Department, S. V. National Institute of Technology, Surat

Use of SCM in Manufacturing the Compressed Brick Optimizing Embodied Energy and Carbon Emission

Journal

Journal NameJournal of Sustainable Construction Materials and Technologies

Title of PaperUse of SCM in Manufacturing the Compressed Brick Optimizing Embodied Energy and Carbon Emission

PublisherYeldiz Technological University

Volume Number8 (4)

Page Number260–268

Published YearDecember 2023

ISSN/ISBN No2458-973X

Indexed INScopus

Abstract

Brick is one of the most used building materials in masonry construction. Conventionally burnt clay bricks are used. These bricks are manufactured from clay and burnt in a kiln at a higher temperature. This results in a very high amount of CO2 emission and has high embodied energy, which highly affects the environment. Compressed bricks are one of the sustainable solutions to overcome these issues of high CO2 emission and embodied energy. Adopting sustainable alter- natives, such as compressed bricks incorporating supplementary cementitious materials or envi- ronmentally friendly brick manufacturing processes, can help mitigate these issues and promote more sustainable construction practices. In this study, attempts have been made to manufacture and test the bricks with different proportions of the soil, i.e., the mix of locally available soil with sand, cement as the cementitious materials, and SCMs like fly ash & GGBS. The research methodology involves the formulation of different mixtures with varying proportions of SCMs. The specimens were then prepared using a compression molding technique and cured under controlled conditions. This research paper aims to investigate the effects of incorporating sup- plementary cementitious materials (SCMs) on the properties of compressed bricks. The study focuses on evaluating the density, compressive strength, water absorption, and efflorescence, as well as calculating the embodied energy and carbon dioxide emissions associated with the pro- duction of these bricks. Furthermore, the paper comprehensively analyzes the embodied energy and CO2 emissions associated with producing compressed bricks. These calculations consider the energy consumed and CO2 emitted in manufacturing, including raw material extraction, transportation, and brick fabrication. The study's results demonstrate the influence of SCMs on the properties of the compressed bricks. The analysis of embodied energy and CO2 emissions provided valuable insights into the environmental sustainability of the brick production process.

Numerical Analysis of a Rigid Wall Retaining Soil Reinforced with C&D Waste

Book Chapter

Book NameLecture Notes in Civil Engineering, Symposium in Earthquake Engineering

PublisherSpringer Nature Singapore

Author NameApurvkumar Prajapati & Hasan Rangwala

Page Number579-588

Chapter TitleNumerical Analysis of a Rigid Wall Retaining Soil Reinforced with C&D Waste

Published YearJuly 2023

ISSN/ISBN No2366-2557

Indexed INScopus

Abstract

Utilization of Recycled Construction and Demolition Waste in Backfill Soil

Journal

Journal NameInternational Journal of Geosynthetics and Ground Engineering

Title of PaperUtilization of Recycled Construction and Demolition Waste in Backfill Soil

PublisherSpringer

Volume Number8

Published YearOctober 2022

ISSN/ISBN No2199-9260

Indexed INScopus

Abstract

Feasibility of Geopolymer Grout for Granular Soil

Book Chapter

Book NameGround Improvement Techniques

PublisherGround Improvement Techniques

Author NameSitharam, T.G., Parthasarathy, C. R., Kolathayar, Sreevalsa

Page Number387-396

Chapter TitleFeasibility of Geopolymer Grout for Granular Soil

Published YearJune 2021

ISSN/ISBN No9789811599873

Improvement of Strength in Soil Reinforced by Sugarcane Fibre

Book Chapter

Book NameProceedings of the Indian Geotechnical Conference 2019

PublisherSpringer

Author NamePatel, S., Solanki, C.H., Reddy, K.R., Shukla, S.K.

Page Number873-878

Chapter TitleImprovement of Strength in Soil Reinforced by Sugarcane Fibre

Published YearDecember 2019

ISSN/ISBN No9789813364431

Seismic Analysis and Design of Retaining Walls and Shallow Foundations

Book Chapter

Book NameAdvances in Indian Earthquake Engineering and Seismology

PublisherSpringer

Author NameM L Sharma, Manish Shrikhande, H R Wason

Page Number137-172

Chapter TitleSeismic Analysis and Design of Retaining Walls and Shallow Foundations

Published YearMay 2018

ISSN/ISBN No9783319768540

Abstract

This chapter presents a state-of-art review of two important problems in geotechnical earthquake engineering. Seismic analysis and design of (i) Retaining Walls and (ii) Shallow Foundations. Different methods available, their merits and demerits have been discussed critically. Finally recommendations have been made for the design of retaining walls and shallow foundations.

On-Field Assessment of Sub-Grade Uniformity Using DCP

Journal

Journal NameGeotechnical Testing Journal

Title of PaperOn-Field Assessment of Sub-Grade Uniformity Using DCP

PublisherASTM Internaitonal

Volume Number39 (3)

Page Number447-451

Published YearMay 2016

ISSN/ISBN No0149-6115

Indexed INScopus, Web of Science, UGC List

Effective removal of nitrate and phosphate using graphene nanosheets synthesized from waste plastics

Journal

Journal NameJournal of Environmental Management

Title of PaperEffective removal of nitrate and phosphate using graphene nanosheets synthesized from waste plastics

PublisherElsevier

Published YearApril 2024

ISSN/ISBN No1095-8630

Indexed INScopus, PubMed, Web of Science

Abstract

In this work, waste plastics have been used with bentonite clay to produce silica-containing graphene nanosheets (GNs) for adsorption of nitrate and phosphate from synthetic water. The GNs were obtained by the two steps process, namely (1) pyrolysis at 750 °C and (2) ball milling. Then, GNs were characterized by Raman spectroscopy, FTIR, XRD, FESEM, HRTEM and EDX spectroscopy, which provided the details of material's morphology, surface properties, and composition. From Raman spectroscopy, D and G bands were found at 1342 cm−1 and 1594 cm−1, respectively, which confirmed the presence of nanosheets on the graphene surface. Furthermore, the layers of nanosheets were confirmed by the HRTEM analysis and XRD peaks. In analytical study, the batch experiment was conducted to investigate the influence of operational parameters such as pH (03–12), contact time (05–120 min), adsorbent dosage (0.01–0.06 g), and initial concentrations of adsorbates (10–50 mg/L for nitrate and 03–15 mg/L for phosphate) on adsorption process. The removal percentage of nitrate and phosphate at optimum dosage = 0.05 g, pH = 6.5, contact time = 60 min, nitrate concentration = 30 mg/L, and phosphate concentration = 09 mg/L were found to be 85 and 91, respectively. The highest adsorption capacity of nitrate and phosphate was found to be 53 mg/g and 16.4 mg/g, respectively. The adsorption behaviour of both nitrate and phosphate showed chemisorption as the experimental data were well fitted by the pseudo-2nd-order kinetic and Langmuir isotherm model. Life cycle cost analysis (LCCA) of the synthesis process was conducted to evaluate the cost-benefit analysis for commercial feasibility. The estimated price for the synthesis of GNs using 1 kg of waste plastics and bentonite clay as precursor was $4.21, suggesting commercialization.

Evaluation of risk and the beneficial effects of synthesized nano silver-based disinfectants on poultry mortality and health.

Conference

Title of PaperEvaluation of risk and the beneficial effects of synthesized nano silver-based disinfectants on poultry mortality and health.

Proceeding NameCEST Proceedings

Author NameIndrajeet Kumar, Jayanta Bhattacharya

Organization16th International Conference on Environmental Science and Technology

Year , VenueDecember 2022 , Rhodes, Greece

Page Numbercest2019_00505

ISSN/ISBN No2944-9820/978-618-86292-0-2

Indexed INOthers

Efficacy of silver nanoparticles-based foliar spray application to control plant diseases, its effect on productivity, and risk assessment

Journal

Journal NameArabian Journal of Geosciences

Title of PaperEfficacy of silver nanoparticles-based foliar spray application to control plant diseases, its effect on productivity, and risk assessment

PublisherSpringer International Publishing

Volume Number15

Page Number390

Published YearFebruary 2022

ISSN/ISBN No1866-7538

Indexed INScopus

Dispersion, availability, and antimicrobial activity of silver nanoparticles during application to drinking water of the poultry

Journal

Journal NameEnvironmental Nanotechnology, Monitoring & Management

Title of PaperDispersion, availability, and antimicrobial activity of silver nanoparticles during application to drinking water of the poultry

PublisherElsevier

Volume Number14

Page Number100368

Published YearDecember 2020

ISSN/ISBN No 2215-1532

Indexed INScopus

Cost-effective synthesis and characterization of CuO NPs as a nanosize adsorbent for As (III) remediation in synthetic arsenic-contaminated water

Journal

Journal NameJournal of Environmental Health Science and Engineering

Title of PaperCost-effective synthesis and characterization of CuO NPs as a nanosize adsorbent for As (III) remediation in synthetic arsenic-contaminated water

PublisherSpringer International Publishing

Volume Number18

Page Number1131-1140

Published YearSeptember 2020

ISSN/ISBN No2052-336X

Indexed INScopus, Web of Science

Growth, serum biochemical, and histopathological responses of broilers administered with silver nanoparticles as a drinking water disinfectant

Journal

Journal Name3 Biotech

Title of PaperGrowth, serum biochemical, and histopathological responses of broilers administered with silver nanoparticles as a drinking water disinfectant

PublisherSpringer International Publishing

Volume Number10

Page Number94

Published YearFebruary 2020

ISSN/ISBN No2190-5738

Indexed INScopus, Web of Science

Assessment of the role of silver nanoparticles in reducing poultry mortality, risk and economic benefits

Journal

Journal NameApplied Nanoscience

Title of PaperAssessment of the role of silver nanoparticles in reducing poultry mortality, risk and economic benefits

PublisherSpringer International Publishing

Volume Number9

Page Number1293–1307

Published YearJanuary 2019

ISSN/ISBN No2190-5517

Indexed INScopus, Web of Science

Comparative study on the effectiveness of natural coagulant aids and commercial coagulant: removal of arsenic from water

Journal

Journal NameInternational Journal of Environmental Science and Technology

Title of PaperComparative study on the effectiveness of natural coagulant aids and commercial coagulant: removal of arsenic from water

PublisherSpringer Berlin Heidelberg

Volume Number16

Page Number5989-5994

Published YearSeptember 2018

ISSN/ISBN No1735-2630

Indexed INScopus, Web of Science

Jahanvi Suthar

Fundamental period equations for plan irregular moment-resisting frame buildings

Journal

Journal NameAdvances in Civil and Architectural Engineering

Title of PaperFundamental period equations for plan irregular moment-resisting frame buildings

PublisherFaculty of Civil Engineering and Architecture Osijek, Josip Juraj Strossmayer University of Osijek, Croatia.

Volume Number15

Page Number15-32

Published YearFebruary 2024

ISSN/ISBN NoISSN 2975-3848

Indexed INWeb of Science

Abstract

The fundamental natural period of oscillation is a critical parameter in evaluating the design base shear of buildings. Worldwide seismic design codes typically employ height-based empirical formulas to estimate this period for various building categories, without distinguishing between regular and irregular buildings. This study proposes a formula specifically for reinforced concrete (RC) moment-resisting frame (MRF) buildings with dominant re-entrant corner type plan irregularity. A total of 190 re-entrant corner dominant building models with different shapes (C-, L-, T-, and PLUS-type), heights, and floor configurations were prepared, and eigenvalue analysis (EVA) was conducted. The fundamental natural period of oscillation for each model was evaluated and compared with the height-based formulas from seismic design codes and the period–height relationship proposed in existing literature. A nonlinear regression model, using a multi-variable power function, is proposed to estimate the fundamental natural period for these re-entrant corner dominant building models. This model considers the A/L ratio in both directions of the building, along with its height. Both unconstrained and constrained regression analyses were performed to derive a formula that best fits the fundamental natural period data. The study recommends that the unconstrained best-fit minus one standard deviation curve can conservatively define the fundamental natural period of oscillation for re-entrant corner dominant RC building models. The equation defining this curve has the potential to replace the existing seismic design code-based period-height formula.

Seismic behaviour of re-entrant dominant RC frame buildings

Journal

Journal NameResearch on Engineering Structures & Materials

Title of PaperSeismic behaviour of re-entrant dominant RC frame buildings

PublisherMIM Reserach Group

Volume Number9

Page Number901-920

Published YearSeptember 2023

ISSN/ISBN Nop-ISSN: 2148-9807; o-ISSN: 2149-4088

Indexed INScopus

Abstract

Reinforced Concrete (RC) building stocks with plan and/or vertical irregularities are built routinely world-wide, despite being vulnerable to seismic forces. Irregular RC buildings with asymmetry, mass and stiffness irregularities have been well researched, however, seismic behaviour of RC building with re-entrant corner type plan irregularity is given relatively less attention. In the present study, a total of 104 re-entrant corner dominant plan irregular RC building models (C-, L-, T- and PLUS-shaped) are developed along with one regular rectangular building. Plan Irregularity Descriptors (PIDs) are summarized with their limit of regularity and are evaluated for building models. Building models have uni-directional and bi-directional re-entrant corner of 𝐴/𝐿 ratio ranging between 0.1 to 0.8 in the X-direction and between 0.2 to 0.8 in the Y-direction. Seismic response quantities; peak displacement, peak storey drift, normalized base shear and normalized overturning moments are evaluated using the equivalent static method and response spectrum method specified by the Indian seismic code. It has been found that building models yield amplified peak displacement responses in the direction perpendicular to that of applied seismic forces. Other seismic response parameters for all re-entrant RC building models fall well within code based permissible limits. 𝐴/𝐿 ratio limit specified by the Indian seismic code is found to be conservative. Out of various building models considered, C-shaped building models perform well under seismic forces, while PLUS-, L- and T-shaped RC building models with 𝐴/𝐿 ratio ≥ 0.4, in both directions, overshoot torsional irregularity descriptor, ∆𝑚𝑎𝑥 ∆𝑎𝑣𝑔 .

Seismic Analysis of Reinforced Concrete Buildings with Coupled Irregularities

Journal

Journal NameIUP Journal of Structural Engineering

Title of PaperSeismic Analysis of Reinforced Concrete Buildings with Coupled Irregularities

PublisherIUP Publications

Volume Number16

Page Number7-23

Published YearJuly 2023

ISSN/ISBN NoISSN: 0974-6528

Indexed INEBSCO

Abstract

Reinforced Concrete (RC) buildings with irregularities, plan and vertical, are susceptible to seismic damage. Such buildings are constructed due to functional, space and aesthetic considerations. Most practical irregular RC buildings have coupled irregularities: plan or vertical or mixed. The seismic behavior of coupled irregular RC buildings is an active area of research. In the present paper, five RC building models with coupled reentrant corners and vertical geometric irregularities are developed along with the regular RC building model. L-shaped and stepped-shaped reentrant corners type plan irregularity is coupled with vertical geometric irregularity by changing plan dimension at each floor level of RC building models. Building models are analyzed for seismic forces following the Indian seismic design code. Seismic parameters-peak base shear, peak displacement, peak interstory drift ratio, modal analysis, normalized base shear and normalized overturning moment-are extracted. It is found that peak displacement and peak interstory drift ratio of coupled irregular building models shows a substantial increase vis-a-vis regular building models. Normalized base shear and normalized overturning moment increase for all coupled irregular building models, except building model BM-3, as compared to the regular building model.

Seismic performance of RC plane frame building Irregular in Mass

Book Chapter

Book NameASPS Conference Proceedings Vol.1 No.3: (2022), Proceedings of 12th Structural Engineering Convention - An International Event (SEC 2022)

PublisherASPS Conference Proceedings

Author NameD.B. Parekh, J.M. Suthar, S.P. Purohit

Page Number711-717

Chapter TitleSeismic performance of RC plane frame building Irregular in Mass

Published YearDecember 2022

ISSN/ISBN No2830-909X

Indexed INOthers

Moment Curvature of Reinforced Concrete beams- An analytical and experimental validation

Book Chapter

Book NameASPS Conference Proceedings Vol.1 No.3: (2022), Proceedings of 12th Structural Engineering Convention - An International Event (SEC 2022)

PublisherASPS Conference Proceedings

Author NameJ.M. Suthar , U.K. Koshti , S.P. Purohit , H.J. Jadeja

Page Number619-623

Chapter TitleMoment Curvature of Reinforced Concrete beams- An analytical and experimental validation

Published YearDecember 2022

ISSN/ISBN No2830-909X

Indexed INOthers

Effect of Ductility on Performance of Reinforced Concrete Portal Frame Loaded with Lateral Load

Book Chapter

Book NameEuropean Workshop on Structural Health Monitoring

PublisherSpringer International Publishing

Author NameJahanvi M. Suthar, Antariksh Mohaniya and Sharadkumar P. Purohit

Page Number3-11

Chapter TitleEffect of Ductility on Performance of Reinforced Concrete Portal Frame Loaded with Lateral Load

Published YearJanuary 2021

ISSN/ISBN No2366-2557, eBook ISBN: 978-3-030-64594-6, Hardcover ISBN: 978-3-030-64593-9

Indexed INScopus

Comparative Study of Seismic Resistant Steel Braced Frames

Conference

Title of PaperComparative Study of Seismic Resistant Steel Braced Frames

OrganizationICES'17 International Civil Engineering Symposium, VIT Student Chapter in association with American Society of Civil Engineers (ASCE) India Section

Year , VenueMarch 2017 , Vellore Institute of Technology, Vellore, Tamil Nadu

Performance Based Seismic Analysis

Conference

Title of PaperPerformance Based Seismic Analysis

Published YearMay 17, 2016

ISSN/ISBN No9781138028456

Indexed INOthers

Seismic performance evaluation of RC frame using incremental dynamic analysis

Book Chapter

Book NameTechnology Drivers: Engine for Growth

PublisherCRC Press-Taylor & Francis

Author NameAlka Mahajan, B.A. Modi, Parul Patel

Page Number117-122

Chapter TitleSeismic performance evaluation of RC frame using incremental dynamic analysis

Published YearOctober 17, 2018

ISSN/ISBN No978-1-138-56042-0

Indexed INOthers

Keval Jodhani

Integrating GEE and IWQI for Sustainable Irrigation: A Geospatial Water Quality Assessment. In Groundwater for Sustainable Development

Journal

Journal NameGroundwater for Sustainable Development

Title of PaperIntegrating GEE and IWQI for Sustainable Irrigation: A Geospatial Water Quality Assessment. In Groundwater for Sustainable Development

PublisherELSEVIER

Published YearSeptember 2024

Indexed INScopus, Web of Science

Unravelling Flood Risk in the Rel River Watershed, Gujarat using Coupled Earth Observations, Multi Criteria Decision Making and Google Earth Engine.

Journal

Journal NameResults in Engineering

Title of PaperUnravelling Flood Risk in the Rel River Watershed, Gujarat using Coupled Earth Observations, Multi Criteria Decision Making and Google Earth Engine.

Published YearSeptember 2024

Indexed INScopus, Web of Science

Unveiling Seasonal Fluctuations in Air Quality Using Google Earth Engine: A Case Study for Gujarat, India.

Journal

Journal NameTopics in Catalysis

Title of PaperUnveiling Seasonal Fluctuations in Air Quality Using Google Earth Engine: A Case Study for Gujarat, India.

PublisherSpringer

Published YearMay 2024

Indexed INScopus, Web of Science

Synergizing google earth engine and earth observations for potential impact of land use land cover on air quality

Journal

Journal NameResults in Engineering

Title of PaperSynergizing google earth engine and earth observations for potential impact of land use land cover on air quality

PublisherELSEVIER

Published YearMarch 2024

ISSN/ISBN No2590-1230

Indexed INScopus, Web of Science, Indian citation Index, Others

Assessment of forest fire severity and land surface temperature using Google Earth Engine: A case study of Gujarat State, India

Journal

Journal NameFire Ecology

Title of PaperAssessment of forest fire severity and land surface temperature using Google Earth Engine: A case study of Gujarat State, India

PublisherSpringer

Volume Number20

Page Number23

Published YearMarch 2024

ISSN/ISBN No1933-9747

Indexed INScopus, Web of Science, Indian citation Index, EBSCO

Channel planform dynamics using earth observations across Rel river, western India: A synergetic approach

Journal

Journal NameSpatial Information Research

Title of PaperChannel planform dynamics using earth observations across Rel river, western India: A synergetic approach

PublisherSpringer

Published YearMarch 2024

ISSN/ISBN No2366-3294

Indexed INScopus, Web of Science, Indian citation Index, EBSCO

Soil Erosion Assessment by RUSLE, Google Earth Engine, and Geospatial Techniques over Rel River Watershed, Gujarat, India

Journal

Journal NameWater Conservation Science and Engineering

Title of PaperSoil Erosion Assessment by RUSLE, Google Earth Engine, and Geospatial Techniques over Rel River Watershed, Gujarat, India

PublisherSpringer

Volume Number8

Page Number49

Published YearSeptember 2023

ISSN/ISBN No2364-5687

Indexed INScopus, Web of Science, Indian citation Index, EBSCO

Abstract

The assessment of soil erosion holds paramount significance in sustainable land management and environmental conservation. In this context, the integration of advanced technologies such as the Revised Universal Soil Loss Equation (RUSLE), Google Earth Engine (GEE), and geospatial techniques presents a formidable approach for evaluating soil erosion dynamics. This integrated methodology proves particularly valuable when applied to the Rel River watershed, where factors such as terrain, land use, and precipitation patterns intricately influence erosion processes. The collective use of two methods, the quantitative method focused on RUSLE to assess soil under various circumstances of erosion and sediment yield, whereas the qualitative approach focused on spectral indices of soil erosion in GEE to generate degradation map. This study was aimed at evaluating soil erosion and land degradation across the Rel River watershed in the western region of Gujarat, India. Soil loss has been estimated using soil loss models, i.e., RUSLE and geoinformation datasets, which were extracted from GEE. The degraded area was prepared using GEE and mapped using geographical information system (GIS). The results demonstrate that estimated value for erosion due to rainfall is 37 to 40 MJ mm h−1 ha−1 year−1, soil erodibility is 0.01 to 0.05 ton h MJ−1 mm−1, topographic variables lies in a range from 0 to 20, and crop management factor is 0.001 to 1. The findings also demonstrate that the total annual soil loss for flood events in 2017 is 35.36 t/ha/year, which is categorized into the severe zone of degradation. According to the soil degradation map created using GEE, the majority of the study region falls into the low and medium degradation zones, while the northeastern part and river fall into the high degradation zone. The findings will be helpful in implementing soil management and conservation techniques to arrest soil erosion in the Rel River watershed.

Effect of anthropogenic activities on water quality of Sabarmati River in Ahmedabad city during unlock phase of COVID-19 Pandemic

Book Chapter

Book Name1st Virtual International Conference on Emerging Research and Innovations in Civil Engineering

Chapter TitleEffect of anthropogenic activities on water quality of Sabarmati River in Ahmedabad city during unlock phase of COVID-19 Pandemic

Published YearMay 2022

ISSN/ISBN No978-93-54733-18-5

Shoreline Change and Rate Analysis of Gulf of Khambhat Using Satellite Images.

Book Chapter

Book NameAdvances in Water Resources and Transportation Engineering

Publisher. Lecture Notes in Civil Engineering, vol 149. Springer, Singapore.

Chapter TitleShoreline Change and Rate Analysis of Gulf of Khambhat Using Satellite Images.

Published YearJuly 2021

Indexed INScopus

A review on analysis of flood modelling using different numerical models

Journal

Journal NameMaterials Today: Proceedings

Title of PaperA review on analysis of flood modelling using different numerical models

Volume NumberArticle in press

Published YearJuly 2021

Indexed INScopus

Study of Physical and Chemical Water quality Parameters of Sabarmati River in Ahmedabad.

Conference

Title of PaperStudy of Physical and Chemical Water quality Parameters of Sabarmati River in Ahmedabad.

Proceeding NameSpringer-Nature special conference volume

Identification of significant financial performance indicators for the Indian construction companies

Journal

Journal NameInternational Journal of Construction Management

Despite globalisation bringing diverse opportunities for construction firms from developing countries, executing international construction projects entails many risks. Several past studies illustrate the risks faced by firms in international construction projects and recommend various risk mitigation measures without revealing their effect on project success criteria. In order to fill this knowledge gap, this study aims to test the influence of identified risk mitigation measures on project success criteria. To achieve this, nine risk mitigation measures and three project success criteria—cost performance, schedule performance and firm’s performance—were identified through a literature review. After verifying the identified risk mitigation measures and project success criteria with a preliminary study, a questionnaire was administered to experts who possess adequate knowledge in international construction projects. The collected data from 105 questionnaires were analyzed, grouped and modelled using factor analysis and structural equation modelling (SEM). Application of factor analysis to identify the correlated risk mitigation measures extracted three risk mitigation factors, namely pre-project planning, local participation and contract selection. Furthermore, the influence of risk mitigation factors on project success criteria is hypothesized and tested using SEM. Amongst the identified risk mitigation factors, local participation emerges as the most influencing factor on project success criteria followed by contract selection and pre-project planning. The generated model would enable construction firms from India and similar developing countries to focus on identified risk mitigation factors to achieve improved project success criteria and project management success.

Modelling Success Factors for Public Construction Projects with the SEM Approach

Journal

Journal NameEngineering Construction and Architectural Management

Title of PaperModelling Success Factors for Public Construction Projects with the SEM Approach

PublisherEmerald

Volume Number26(10)

Page Number2410-2431

Published YearOctober 2019

Indexed INScopus, Web of Science

Abstract

Purpose The study of the success factors of a project is a means of improving the effectiveness of the project. Hence, the purpose of this paper is to identify various determinants and validate their effects on the success of public construction projects in Ethiopia. Design/methodology/approach The study uses a questionnaire survey to collect data and structural equation modeling (SEM) to empirically examine the effect of determinants, namely, project manager’s competence, owner’s competence, management support and updates, scope clarity (SC), effective partnering, and monitoring and feedback on success of public construction projects which has been measured by performance on cost, schedule, quality and no-dispute parameters. Out of 407 questionnaires distributed among the selected respondents, a total of 200 completed questionnaires were received. The response rate was 49.1 percent. Findings The results depict that the investigated factors have a significant positive influence on the success of public construction projects with path coefficient of 0.82, the model is substantial in representing the relationship of the factors on the success of public construction projects and the factor “SC” plays a decisive role in the success of a project as it has a path coefficient of 0.98, and it is followed by “effective partnership, and owner’s competency” having equal path coefficients of 0.96. Research limitations/implications The proposed model was validated by collecting data from many senior construction executives in Ethiopia only, hence may induce certain bias in the outcome of the study. Practical implications The significance of six constructs is highlighted to help the project manager in understanding the role of various constructs in public construction projects. The results would enable researchers and industry practitioners to focus on a few factors to take proactive measures and get the optimum result in the successful delivery of public construction projects. Utilization of SEM in the understanding of the significance of various success determinants is an important contribution to the body of theoretical literature in construction management. Since the model includes constructs, SEM has been used for construct validation. Social implications The implications of this study are not limited to researchers and construction industry practitioners alone. The Ethiopian Government could adopt the results of this study to reduce/avoid additional cost incurred due to the poor performance of public construction projects which results in poor utilization and increased social and economic costs. Furthermore, the study may also help the government efforts to enhance efficiency and effectiveness in the use of public funds for construction projects which are an ongoing concern of government and of the international development community. Originality/value This work is original and has neither been published nor under consideration for publication elsewhere. This study can add value to the construction professional in public construction project management as well as the Government of Ethiopia.

A qualitative framework for selection of optimization algorithm for multi-objective trade-off problem in construction projects

Journal

Conference

Title of PaperDetermining criticality of performance indicators for a construction company

Proceeding NameInternational Conference on Sustainable Built Environment (ICSBE)

PublisherSpringer

Author NameTripathi, K.K., Jha, K.N., and Jain, A.K.

Year , VenueDecember 2016 , Kendy, Sri Lanka

Page Number357-364

Indexed INScopus

Abstract

Because of stiff competition in the construction business, it is necessary for construction companies to measure their performance on a regular interval for long-term survival. Therefore, it is imperative for construction companies to determine the parameters critical to the measurement of their performance. This study identifies the performance indicators, financial as well as non-financial, for construction companies to measure their performance. In a previous study, the authors identified a total of 20 performance attributes and applied principal component analysis which extracted six components called performance indicators. These performance indicators are profitability and asset management; key stakeholders’ satisfaction; time and cost predictability; environment, health, and safety; quality consciousness; and employee turnover. The present study utilized structural equation modelling (SEM) to determine the criticality of these performance indicators for which a questionnaire survey and structured interview approach were adopted. A total of 106 responses were collected from 90 different construction companies operating in various parts of India. The findings indicate that ‘quality consciousness’ is the most critical performance indicator whereas the ‘employee turnover’ is the least critical performance indicator in measuring the performance of a construction company. The performance indicators obtained from this study may help construction companies to measure and compare their performances with their competitors and setting out a strategy to remain competitive in the market.

Lukman E. Mansuri

Pioneering Safety and Health in Construction: Emerging Trends and Strategies

Journal

Journal Name Journal of Engineering, Project, and Production Management

Title of PaperPioneering Safety and Health in Construction: Emerging Trends and Strategies

Volume Number14

Page Number1

Published YearJanuary 2024

Indexed INScopus

Harnessing BIM with Risk Assessment for Generating Automated Safety Schedule and Developing Application for Safety Training

Journal

Journal NameSafety Science

Title of PaperHarnessing BIM with Risk Assessment for Generating Automated Safety Schedule and Developing Application for Safety Training

Volume Number164

Page Number106179

Published YearAugust 2023

Indexed INScopus, Web of Science

Artificial Intelligence for Heritage Conservation: A Case study of Automatic Visual Inspection System

Book Chapter

Book NameCurrent State of the Art Research in AI and Ubiquitous City

PublisherSpringer

Author NameLukman E. Mansuri, D. A. Patel

Chapter TitleArtificial Intelligence for Heritage Conservation: A Case study of Automatic Visual Inspection System

Published YearMay 2022

Artificial Intelligence-based Automatic Visual Inspection System for Built Heritage

Journal

Journal NameSmart and Sustainable Built Environment

Title of PaperArtificial Intelligence-based Automatic Visual Inspection System for Built Heritage

PublisherEmerald Publishing

Volume Number11

Page Number622-646

Published YearDecember 2021

ISSN/ISBN No2046-6099

Indexed INScopus, Web of Science

Digital Storytelling: the Integration of Intangible and Tangible Heritage in the city of Surat, India

Book Chapter

Book NameCulture and Computing. Interactive Cultural Heritage and Arts

PublisherSpringer

Author NameUdeaja, C., Mansuri, L.E., Makore, B.C.N., Gyau, K.A.B., Patel, D.A., Trillo, C., and Jha K.N.

Chapter TitleDigital Storytelling: the Integration of Intangible and Tangible Heritage in the city of Surat, India

Published YearJuly 2021

Indexed INScopus

A Systematic Mapping of BIM and Digital Technologies for Architectural Heritage

Journal

Journal NameSmart and Sustainable Built Environment

Title of PaperA Systematic Mapping of BIM and Digital Technologies for Architectural Heritage

PublisherEmerald Publishing

Volume Number11

Page Number1060-1080

Published YearJune 2021

ISSN/ISBN No2046-6099

Indexed INScopus, Web of Science

Scientometric Analysis and Mapping of Digital Technologies Used in Cultural Heritage Field

Conference

Title of PaperScientometric Analysis and Mapping of Digital Technologies Used in Cultural Heritage Field

Proceeding Name35th Annual ARCOM Conference

PublisherAssociation of Researchers in Construction Management, UK

Author NameMansuri, L, Udeaja, C, Trillo, C, Kwasi, G, Patel, D, Jha, K, Makore, C B and Gupta, S.

OrganizationAssociation of Researchers in Construction Management, UK

Year , VenueSeptember 2019 , Leeds Beckett University, Leeds, UK

Page Number255-264

Indexed INScopus

Manish Dutta

Anticipated Buffer Time (ABT): A surrogate safety indicator for safety analysis at unsignalized intersections under mixed traffic and aggressive driving conditions

Journal

Journal NameAccident Analysis and Prevention

Title of PaperAnticipated Buffer Time (ABT): A surrogate safety indicator for safety analysis at unsignalized intersections under mixed traffic and aggressive driving conditions

PublisherElsevier

Volume Number208

Published YearJuly 2024

Indexed INWeb of Science

Spherical Cap Studs: A Novel Speed Bump Alternative to Reduce Discomfort with Effective Speed Reduction

Journal

Journal NameTraffic Injury Prevention

Title of PaperSpherical Cap Studs: A Novel Speed Bump Alternative to Reduce Discomfort with Effective Speed Reduction

PublisherTaylor & Francis Ltd.

Volume Number25

Page Number228-236

Published YearJanuary 2024

ISSN/ISBN No1538-957X

Indexed INScopus, Web of Science

This study presents a methodology for evaluating the walkability of roads within a market area using Multi-Attribute Decision-Making (MADM) techniques. The methodology was applied to rank various roads of the market area based on the existing condition of the pedestrian-built environment in Aminabad market, Lucknow, India. A set of 7 key attributes containing 28 sub-attributes were identified that influence pedestrian safety and mobility. Videography and photographic surveys were conducted at the market roads to gather data, and attribute weights were calculated using the Entropy Weight Method (EWM). The roads were then ranked using Grey Relational Analysis (GRA) and Complex Proportional Assessment (COPRAS). The results showed a strong correlation of 0.896 between the rankings obtained using the two methods, indicating the robustness of the methodology. The study identified several key roads of the market area that were in need of improvement to enhance the overall quality of the pedestrian-built environment. The methodology developed in this study provides a valuable tool for decision-making regarding pedestrian infrastructure improvement in developing countries and is expected to contribute to a safer and more efficient environment for pedestrian movement.

Review of Capacity Estimation at Unsignalized Intersections in the Indian Context

Book Chapter

Book NameInternational Conference on Innovation in Modern Science and Technology (ICIMSAT 2019): Learning and Analytics in Intelligent Systems

PublisherSpringer Nature

Author NameManish Dutta, Mokaddes Ali Ahmed

Page Number562-567

Chapter TitleReview of Capacity Estimation at Unsignalized Intersections in the Indian Context

Published YearMarch 2023

ISSN/ISBN No978-3-030-42363-6

Indexed INOthers

Systemic approach to revamp unsignalized intersections using multi-criteria decision making: a comparison of alternative solutions

Journal

Journal NameAdvances in Transportation Studies

Title of PaperSystemic approach to revamp unsignalized intersections using multi-criteria decision making: a comparison of alternative solutions

PublisherAracne Editrice

Volume Number57

Page Number31-48

Published YearJuly 2022

Indexed INScopus

Studying Aggressive Clearing Behavior of Drivers at Uncontrolled Intersections under Mixed Traffic Conditions

Journal

Journal NameJournal of The Institution of Engineers (India): Series A

Title of PaperStudying Aggressive Clearing Behavior of Drivers at Uncontrolled Intersections under Mixed Traffic Conditions

PublisherSpringer Nature

Volume Number103

Page Number639-645

Published YearApril 2022

Indexed INScopus

Performance Evaluation and Enhancement of Unsignalized Intersection Using Microsimulation in VISSIM

Book Chapter

Book NameProceedings of the 5th International Conference of Transportation Research Group of India (CTRG 2019): Lecture Notes in Civil Engineering

PublisherSpringer Singapore

Author NameSuman Ganguly, Mokaddes Ali Ahmed, Manish Dutta

Page Number73-87

Chapter TitlePerformance Evaluation and Enhancement of Unsignalized Intersection Using Microsimulation in VISSIM

Published YearMarch 2022

Indexed INScopus

Modeling Phase Changing Behavior of Traffic Constables at Manually Controlled Intersection—A Case Study in India

Book Chapter

Book NameProceedings of the 5th International Conference of Transportation Research Group of India (CTRG 2019): Lecture Notes in Civil Engineering

PublisherSpringer Singapore

Author NameManish Dutta, Mokaddes Ali Ahmed, Sanjit Srivastava

Page Number89-97

Chapter TitleModeling Phase Changing Behavior of Traffic Constables at Manually Controlled Intersection—A Case Study in India

Published YearMarch 2022

Indexed INScopus

Assessment of service quality at unsignalized intersections using traffic simulation and computational intelligence

Journal

Journal NameTransportation Letters-The International Journal of Transportation Research

Title of PaperAssessment of service quality at unsignalized intersections using traffic simulation and computational intelligence

PublisherTaylor & Francis Ltd.

Volume NumberAhead of Print

Published YearDecember 2020

Indexed INScopus, Web of Science

Abstract

Understanding the hydromechanical characteristics of compacted soils is essential as these soils are commonly encountered in several geotechnical structures. The present experimental study evaluated the effect of suction and saturation on the shear and volumetric deformation characteristics of compacted high-plasticity clay. The soil suction values were obtained using filter paper and chilled-mirror hygrometer tests, and small (< 0.001%) to large (> 0.1%) strain dynamic responses were analyzed using a series of bender element and cyclic simple shear tests. Additionally, the volumetric deformation characteristics were evaluated using swell pressure and double oedometer tests. Experiments were conducted on the compacted specimens of Nagpur cohesive soil with varying degrees of saturation (10–95%) and matric suction values (ranging from 52 to 97,930 kPa). The shear strength under static loading increased from 182 to 389 kPa, the stiffness under large-strain dynamic loading increased from 5492 to 10,245 kPa, and collapse potential increased by almost 16 times with the decrease in as-compacted degree of saturation to 50%. Afterward, their values decreased with further reduction in saturation. By contrast, the small-strain shear modulus increased from 19.1 to 65.2 MPa and swell pressure increased from 10 to 212 kPa continuously with the increase in initial matric suction and reduction in the degree of saturation. These experimental findings challenge the conventional assumptions regarding unsaturated clays, emphasizing the consideration of compaction state and microstructural arrangements into the analyses of the hydromechanical response of compacted clays.

Stress-History Impact on Yielding, Shear and Energy Dissipation Response of Earthen Dam Soil under Static and Cyclic Loading Conditions

Journal

Published YearMarch 2024

ISSN/ISBN No1933-9747

Indexed INScopus, Web of Science, Indian citation Index, EBSCO

Assessment of Drought Variability using SPEI under observed and Projected Climate Scenario over Uttar Pradesh, India

Journal

Journal NamePhys. Chem. Earth, Parts A/B/C, Elsevier

Title of PaperAssessment of Drought Variability using SPEI under observed and Projected Climate Scenario over Uttar Pradesh, India

PublisherElsevier

Volume Number131

Published YearOctober 2023

ISSN/ISBN No1474-7065

Indexed INScopus, Web of Science

Numerical Study of Flow Through Linear Weir

Book Chapter

Book NameRiver, Sediment and Hydrological Extremes: Cause, Impacts and Management

PublisherSpringer

Chapter TitleNumerical Study of Flow Through Linear Weir

Published YearOctober 2023

ISSN/ISBN No978-981-99-4810-9

Indexed INScopus, Web of Science, EBSCO

Abstract

Time-series data for climatic variables of Jharkhand state, India were analyzed to assess the spatio-temporal variation and fluctuation over the study period of 118 years (1901–2018). Mann–Kendall (MK), Sequential Mann–Kendall (SQMK), and Sen’s slope tests were applied to determine the trend of precipitation, temperature maxima–minima, and Potential Evapotranspiration (PET) time-series data acquired after removal of serial autocorrelation called prewhitening. Minimum and maximum temperature revealed insignificant variation during pre-monsoon and monsoon season, while a remarkable increasing trend was observed for post-monsoon and winter season; however, increasing trend was obtained for annual maxima–minima. The average minimum temperature fluctuates with an increase of 0.59–0.41 ºC to a decrease of 0.79–0.39 ºC, whereas average maximum temperature fluctuates with an increase of 1–1.5 ºC to decrease of 0.82–0.14 ºC. Notably, decreasing trend of 1.09–2.3 mm/year was observed for precipitation during monsoon season, whereas decreasing trend of 1.2–2.4 mm/year was found for annual precipitation, and similarly for PET, significant decreasing trend of 0.0003–0.0012 mm/year was found for monsoon season and annually. However, the underlying persistence effect observed in all seasons and throughout the year for all climatic parameters resulted in the time-series with low-frequency fluctuations. SQMK method exhibits the periodic fluctuation of trends, which are more noticeable in pre-monsoon and monsoon season. An understanding of these alterations in pattern of climatic variables is important for planning and management of water resources and sustainable agriculture.

Variable Sized Cluster Analysis for 3-D Pattern Characterization of Trend in Precipitation and Change Point Detection

Journal

Journal NameJournal of Hydrologic Engineering

Title of PaperVariable Sized Cluster Analysis for 3-D Pattern Characterization of Trend in Precipitation and Change Point Detection

PublisherASCE

Volume Number26 (1)

Published YearNovember 2020

ISSN/ISBN NoISSN (print): 1084-0699 | ISSN (online): 1943-5584

Indexed INScopus, PubMed, Web of Science, EBSCO

Abstract

A novel analysis procedure, referred to as variable-sized cluster analysis (VSCA), was developed to identify trends and change points in precipitation time series data set. The procedure involved station-scale rainfall data of 100years from seven districts (Saharanpur, Bareilly, Agra, Jhansi, Lucknow, Varanasi, and Gorakhpur) of the state of Uttar Pradesh (UP), India. In contrast with the traditional Mann-Kendall (MK) test that yields a monotonic trend for the whole span of time, VSCA enables one to detect multiple change points while characterizing the pattern of precipitation trends over the historical time period. The Pettitt-Mann-Whitney (PMW) test was also modified to graphically represent the multiple change points, which confirmed the results of VSCA. Thus, VSCA demonstrated the unified strength of MK and PMW tests. The three-dimensional (3D) figures drawn for visualizing the changing trend of precipitation utilized 100-year-long time series data set with the minimum size of data cluster as 10, which resulted in the right triangular shape of the graphs due to the repeated application of the MK test to variable-sized data clusters. Application of VSCA showed a decreasing trend of precipitation over Lucknow, Gorakhpur, and Varanasi around 1990 onward, with major changes in the decades of 1970–1980. Saharanpur and Agra contrarily displayed an increasing trend until 1940 and no trend thereafter; however, Bareilly and Jhansi showed reducing trends in precipitation.

Paresh V. Patel

Analysis and Design of Conjoined Tall Building”,

Journal

Journal NameNirma University Journal of Engineering and Technology (NUJET)

Title of PaperAnalysis and Design of Conjoined Tall Building”,

PublisherNirma University

Volume Number1

Page Number1-7

Published YearApril 2024

ISSN/ISBN No2231-2870

Indexed INOthers

Comparison of wind loading for high rise building estimated using IS:875 and TPU Database

Conference

Title of PaperComparison of wind loading for high rise building estimated using IS:875 and TPU Database

Proceeding Name10th National Conference on Wind Engineering

Author NameDhruv Buch, Paresh V. Patel

OrganizationVellore Institute of Technology, (VIT)

Published YearMarch 2024

Effect of corrosion on tensile strength of stainless-steel wire mesh (SSWM)

Journal

Journal NameAIP Conf. Proc.

Title of PaperEffect of corrosion on tensile strength of stainless-steel wire mesh (SSWM)

Page Number050013-1 to 050013-9

Published YearDecember 2023

Indexed INScopus

Use of Cross Laminated Timber (CLT) for Sustainable High-Rise Buildings

Conference

Title of PaperUse of Cross Laminated Timber (CLT) for Sustainable High-Rise Buildings

Proceeding Name38th Indian Engineering Congress

Author NameJemin Patel, Paresh V. Patel

OrganizationInstitution of Engineers (India)

Published YearDecember 2023

ISSN/ISBN No978-81-966131-3-6

Behaviour of RC Beam-Column Junction Strengthened Using GFRP And SSWM: A Comparative Study

Conference

Title of PaperBehaviour of RC Beam-Column Junction Strengthened Using GFRP And SSWM: A Comparative Study

Proceeding NameInternational Conference on Condition Assessment, Rehabilitation & Retrofitting of Structures (CARRS 2023)

Author NameParesh V. Patel, Digesh D. Joshi, Rinkesh Makawana

OrganizationIndian Institute of Technology, Hyderabad

Published YearDecember 2023

Review of types of deployable mechanisms

Conference

Title of PaperReview of types of deployable mechanisms

Proceeding Name13th Structural Engineering Convention (SEC-2023)

Author NameParth Karia, Paresh V. Patel

OrganizationVisvesvaraya National Institute of Technology (VNIT), Nagpur

Published YearDecember 2023

Seismic Behaviour of Multi-storey conjoined frame structures

Conference

Title of PaperSeismic Behaviour of Multi-storey conjoined frame structures

Proceeding Name13th Structural Engineering Convention (SEC-2023)

Author NameMit R. Patel, Paresh V. Patel,

OrganizationVisvesvaraya National Institute of Technology (VNIT), Nagpur

Published YearDecember 2023

Experimental studies on confined compressive strength of Stainless Steel Wire Mesh (SSWM) wrapped concrete columns

Journal

Journal NameMaterials Today: Proceedings

Title of PaperExperimental studies on confined compressive strength of Stainless Steel Wire Mesh (SSWM) wrapped concrete columns

PublisherElsevier

Volume Number93

Page Number453-459

Published YearDecember 2023

Indexed INScopus

Site-Specific Response Spectrum Analysis of Various Wall-Frame Composite Tall Buildings

Book Chapter

Book NameLecture Notes in Civil Engineering, vol 329

PublisherSpringer, Singapore.

Author NamePatel, Jenish., Patel, Paresh

Page Number167–181

Chapter TitleSite-Specific Response Spectrum Analysis of Various Wall-Frame Composite Tall Buildings

Published YearNovember 2023

ISSN/ISBN No978-981-99-1608-5_13

Indexed INScopus

Seismic Strengthening of Precast Beam Column Connection using Stainless Steel Wire Mesh (SSWM)

Book Chapter

Book NameLecture Notes in Civil Engineering 330

PublisherSpringer, Singapore.

Author NameRinkesh Makawana, Digesh D. Joshi and Paresh V. Patel

Page Number607-618

Chapter TitleSeismic Strengthening of Precast Beam Column Connection using Stainless Steel Wire Mesh (SSWM)

Published YearOctober 2023

ISSN/ISBN No978-981-99-1604-7_45

Indexed INScopus

Torsional strengthening of reinforced concrete hollow beams with stainless steel wire mesh

Journal

Journal NameProceedings of the Institution of Civil Engineers – Structures and Buildings

Title of PaperTorsional strengthening of reinforced concrete hollow beams with stainless steel wire mesh

PublisherICE Publishing

Volume Number176 (8)

Page Number584-600

Published YearAugust 2023

ISSN/ISBN No0965-0911

Indexed INScopus, Web of Science

Assessment of Wind Load for Conjoined Buildings

Conference

Title of PaperAssessment of Wind Load for Conjoined Buildings

Proceeding NameInternational Conference on Advancements in Structural Engineering (ASE’2023)

Author NameMit R. Patel, Paresh V. Patel

OrganizationCharotar University of Science and Technology (CHARUSAT), Changa

Published YearJune 2023

Experimental studies to evaluate tensile and bond strength of Stainless-Steel Wire Mesh (SSWM)

Journal

Journal NameFrattura ed Integrità Strutturale (Fracture and Structural Integrity)

Title of PaperExperimental studies to evaluate tensile and bond strength of Stainless-Steel Wire Mesh (SSWM)

Volume Number65

Page Number257-269

Published YearJune 2023

Indexed INScopus, Web of Science

Seismic performance of exterior RC beam-column junction strengthened with Stainless Steel Wire Mesh (SSWM)

Journal

Journal NameMaterials Today: Proceedings

Title of PaperSeismic performance of exterior RC beam-column junction strengthened with Stainless Steel Wire Mesh (SSWM)

PublisherElsevier

Published YearApril 2023

Indexed INScopus

Implementation of Computer Vision Technique for Crack Monitoring in Concrete Structure

Journal

Journal NameJournal of The Institution of Engineers (India): Series A

Title of PaperImplementation of Computer Vision Technique for Crack Monitoring in Concrete Structure

PublisherSpringer

Volume Number104 (1)

Page Number111 – 123

Published YearMarch 2023

ISSN/ISBN No2250-2149

Indexed INScopus

Evaluation of Seismic Performance factors for Concrete Filled Steel Tube Diagrid Structural System

Conference

Title of PaperEvaluation of Seismic Performance factors for Concrete Filled Steel Tube Diagrid Structural System

Proceeding Name12th Structural Engineering Convention (SEC 2022)

Author NameDipesh Mehtani, Paresh V. Patel

OrganizationMNIT, Jaipur

Published YearDecember 2022

Geometric Nonlinear Analysis of RC Frame Structure using Applied Element Method (AEM)

Conference

Title of PaperGeometric Nonlinear Analysis of RC Frame Structure using Applied Element Method (AEM)

Proceeding Name12th Structural Engineering Convention (SEC 2022)

Author NamePrasad Karad, Paresh V Patel

OrganizationMNIT, Jaipur

Published YearDecember 2022

Monitoring and analysis of crack developments in concrete using machine vision

Journal

Journal NameJournal of Structural Engineering

Title of PaperMonitoring and analysis of crack developments in concrete using machine vision

PublisherSERC-Madras

Volume Number49

Page Number204-222

Published YearSeptember 2022

ISSN/ISBN No0970-0137

Indexed INScopus

Conference

Title of PaperTorsional Strengthening of Reinforced Concrete Hollow Beam using Stainless Steel Wire Mesh – an Experimental and numerical study

Proceeding NameSecond International Conference on Environmental Geotechnology, Recycled Waste Materials and Sustainable Engineering (EGRWSE-2019)

OrganizationUniversity of Illinois-Chicago, USA

Year , VenueJune 2019 , Chicago, USA

Indexed INOthers

Experimental study of precast dry connections constructed away from beam–column junction under progressive collapse scenario

Journal

Journal NameAsian Journal of Civil Engineering

Title of PaperExperimental study of precast dry connections constructed away from beam–column junction under progressive collapse scenario

PublisherSpringer

Volume Number20

Page Number209–222

Published YearFebruary 2019

ISSN/ISBN No1563-0854

Indexed INScopus

An Improved Image Pre-processing Method for Concrete Crack Detection

Book Chapter

Book NameLecture Notes in Computational Vision and Biomechanics

PublisherSpringer

Page Number1611-1621

Chapter TitleAn Improved Image Pre-processing Method for Concrete Crack Detection

Published YearJanuary 2019

ISSN/ISBN No978-3-030-00664-8

Indexed INScopus

Study of Shear Lag Effect in Hybrid Structural System for High Rise Building

Book Chapter

Book NameTechnology Drivers for Growth

PublisherTaylor and Francis Group, London

Page Number153 to 158

Chapter TitleStudy of Shear Lag Effect in Hybrid Structural System for High Rise Building

Published YearDecember 2018

ISSN/ISBN No978-1-138-56042-0

Indexed INOthers

Parametric Study of Multi Storey Building incorporating Buckling Restrained Braces

Book Chapter

Book NameTechnology Drivers for Growth

PublisherTaylor and Francis Group, London

Page Number141 to 146

Chapter TitleParametric Study of Multi Storey Building incorporating Buckling Restrained Braces

Published YearDecember 2018

ISSN/ISBN No978-1-138-56042-0

Indexed INOthers

Effect of Temperature on the Tensile strength of Stainless Steel Wire Mesh and Fiber Reinforced Polymers

Book Chapter

Book NameTechnology Drivers for Growth

PublisherTaylor and Francis Group, London

Page Number123 - 128

Chapter TitleEffect of Temperature on the Tensile strength of Stainless Steel Wire Mesh and Fiber Reinforced Polymers

Published YearDecember 2018

ISSN/ISBN No978-1-138-56042-0

Indexed INOthers

Computer Aided Design of Piled Raft Foundation for a G+40 Building

Conference

Title of PaperComputer Aided Design of Piled Raft Foundation for a G+40 Building

Proceeding NameInternational Conference on Advances in Construction Materials and Structures (ACMS-2018)International Conference on Advances in Construction Materials and Structures (ACMS-2018)

OrganizationIIT Roorkee,

Year , VenueMarch 2018 , Roorkee

Strengthening of Axially Loaded Circular Concrete Column using Stainless Steel Wire Mesh (SSWM) - Experimental Investigation, Analytical Approach and Installation Guidelines

Book Chapter

Book NameAdvances in Concrete, Structural and Geotechnical Engineering

PublisherBloomsbury India

Page Number843 -848

Chapter TitleStrengthening of Axially Loaded Circular Concrete Column using Stainless Steel Wire Mesh (SSWM) - Experimental Investigation, Analytical Approach and Installation Guidelines

Published YearFebruary 2018

ISSN/ISBN No978-93-87471-69-6

Indexed INOthers

Shear Strengthening of RC Beam using Stainless Steel Wire Mesh

Book Chapter

Book NameAdvances in Concrete, Structural and Geotechnical Engineering

PublisherBloomsbury India

Page Number452 -457

Chapter TitleShear Strengthening of RC Beam using Stainless Steel Wire Mesh

Published YearFebruary 2018

ISSN/ISBN No978-93-87471-69-6

Behavior of Precast Portal Frame Subjected to Lateral Loading: An Experimental Study

Book Chapter

Book NameAdvances in Concrete, Structural and Geotechnical Engineering

PublisherBloomsbury India

Page Number246 -251

Chapter TitleBehavior of Precast Portal Frame Subjected to Lateral Loading: An Experimental Study

Published YearFebruary 2018

ISSN/ISBN No978-93-87471-69-6

Indexed INOthers

Torsional strengthening of RC beams using stainless steel wire mesh -Experimental and numerical study

Journal

Journal NameStructural Engineering and Mechanics, An Int'l Journal

Title of PaperTorsional strengthening of RC beams using stainless steel wire mesh -Experimental and numerical study

PublisherTechno Press

Volume Number67

Page Number391-401

Published YearJanuary 2018

ISSN/ISBN No1225-4568

Indexed INScopus

Experimental Study on Behaviour of Wet Precast Beam to Beam Connections

Book Chapter

Book NameManaging Construction and Related Sectors - Challenges, Opportunities, Status and Trends (COST) in India, Volume-I - Issues in Construction Materials, Methods and Processes

PublisherNational Institute of Construction Management and Research (NICMAR)

Page Number58-66

Chapter TitleExperimental Study on Behaviour of Wet Precast Beam to Beam Connections

Published YearOctober 2017

ISSN/ISBN No978-93-5268-179-2

Indexed INOthers

Flexural Strengthening of Reinforced Concrete Beam Using Stainless Steel Wire Mesh

Conference

Title of PaperFlexural Strengthening of Reinforced Concrete Beam Using Stainless Steel Wire Mesh

Proceeding Name33rd National Convention of Civil Engineers on “Recent Advances in Structural Engineering”

OrganizationGujarat State Chapter, The Institution of Engineers (India)

Year , VenueSeptember 2017 , IE(I), Ahmedabad

Indexed INOthers

Static and Dynamic Analysis of Framed Structure incorporating Buckiling Restrained Braces

Conference

Title of PaperStatic and Dynamic Analysis of Framed Structure incorporating Buckiling Restrained Braces

Proceeding Name3rd International Conference on Sustainable Energy and Built Environment, (ICES)

OrganizationSchool of Civil and Chemical Engineering, VIT University

Year , VenueMarch 2017 , Vellore, Tamilnadu

Page Number61-68

ISSN/ISBN No978-81-923320-5-5

Indexed INOthers

Behaviour of the Precast Portal Frames under Lateral Loading

Journal

Journal NameAsian Journal of Civil Engineering

Title of PaperBehaviour of the Precast Portal Frames under Lateral Loading

PublisherBUILDING AND HOUSING RESEARCH CENTER

Volume Number18

Page Number1059-1076

Published YearJanuary 2017

ISSN/ISBN No1563-0854

Indexed INScopus

Strengthening of Axially Loaded Concrete Columns using stainless steel wire mesh (SSWM) Numerical Investigations

Journal

Journal NameStructural Engineering and Mechanics, An International Journal

Title of PaperStrengthening of Axially Loaded Concrete Columns using stainless steel wire mesh (SSWM) Numerical Investigations

PublisherTechno Press

Volume Number60

Page Number979-999

Published YearDecember 2016

ISSN/ISBN No1225-4568

Strengthening of Axially Loaded Concrete Columns using Stainless Steel Wire Mesh (SSWM) - Experimental Investigations

Journal

Journal NameJournal of Construction & Building Materials

Title of PaperStrengthening of Axially Loaded Concrete Columns using Stainless Steel Wire Mesh (SSWM) - Experimental Investigations

PublisherElsevier

Volume Number124

Page Number186–198

Published YearOctober 2016

ISSN/ISBN No0950-0618

Experimental assessment of dry precast beam column connections under progress collapse scenario

Journal

Journal NameJournal of Structural Engineering

Title of PaperExperimental assessment of dry precast beam column connections under progress collapse scenario

PublisherStructural Engineering Research Center (SERC), Madras

Volume Number43

Page Number258-269

Published YearAugust 2016

ISSN/ISBN No0970-0137

Indexed INScopus

Torsional Strengthening of RC Beams Using GFRP Composites

Journal

Journal NameJournal of The Institution of Engineers (India): Series A Civil, Architectural, Environmental and Agricultural Engineering

Title of PaperTorsional Strengthening of RC Beams Using GFRP Composites

PublisherSpringer

Volume Number97

Page Number313-322

Published YearJanuary 2016

ISSN/ISBN No2250-2149

Indexed INScopus

Parul Patel

Road Material Identification and Condition Assessment using Field Spectrometer

Conference

Title of PaperRoad Material Identification and Condition Assessment using Field Spectrometer

Author Name72. Dalwadi, H., Patel P.R

OrganizationNITK, Surathkal

Year , VenueApril 2023 , NITK, Surathkal

Indexed INOthers

Abstract

The Road Infrastructure is the backbone of the development of the country. A superior quality of road infrastructure has the potential to boost the coun-try’s economy. The roads deteriorate over time due to wear and tear and weather conditions. The pavement condition assessment should be addressed in the early stage of failure of the road to maintain serviceability and avoid further deterioration. At present, the traditional road assessment method is being used in practice. This road condition assessment method is labour-intensive, time-consuming and expensive. Remote sensing technology is proven efficient when a large area is required to be observed. It is quick and inexpensive compared to in situ measurements. Remote sensing techniques allow frequent, comprehensive, and quantitative surveys of road infrastruc-ture. Hyperspectral Remote Sensing imagery utilises many narrow contiguous spectral bands together with detailed spectral information, often regarding chemical and mineral properties of observed features. The reliability of hy-perspectral imagery greatly depends on the field data collection. To validate Hyperspectral Remote imagery results, field spectrometer data are widely used. In the present project, the use of Hyperspectral imagery is proposed to study road material identification and distress analysis. As a pilot project, the field spectra of Concrete and Bitumen Roads were collected with a high-resolution field portable spectroradiometer SVC HR-1024 to study the spec-tra of bitumen and concrete material. It collects the spectra in the range of 350 nm to 2500 nm spectral range. It can discriminate minor spectral varia-tions for roads with different ages and conditions. The results of the field spectrometer are thoroughly studied before using Hyperspectral imagery and presented in this paper. Keywords: Hyperspectral Remote Sensing, Road Condition Assessment, Field Spectrometer.

CORRECTION OF TROPOSPHERIC DELAY IN IRNSS DATA

Conference

Title of PaperCORRECTION OF TROPOSPHERIC DELAY IN IRNSS DATA

Proceeding NameISRS-ISG National Symposium

PublisherISRS-ISG

Author NameHiren Solanki

Organization-

Year , VenueNovember 2022 , Hyderabad

Page Number-

ISSN/ISBN No-

Indexed INOthers

Abstract

Satellite Navigation System is a constellation of satellites that transmits signals from space to help users determine their position with time. The Indian Space Research Organization created the regional navigation satellite system, the Indian Regional Navigation Satellite System (IRNSS). High positioning accuracy is needed to integrate the usage of IRNSS over various positioning systems, which necessitates modelling each bias. This research aims to model the tropospheric bias that retards the IRNSS transmissions. Weather-related variables can be used to model this systemic bias. However, the physical characteristics and climate of the Indian continent set it apart from other parts of the world. Thus, to incorporate local climatic conditions regional tropospheric model is highly essential. We have used the saastamoinen model to model tropospheric delay and then compared it to the receiver-generated delay. The results show that the tropospheric delay ranges from 2 to 8 m based on the zenith angle and other meteorological parameters. It shows a similar tendency to the receiver-generated delay. Further, a high correlation between the zenith angle and tropospheric delay indicates that the delay can be molded as a function of the zenith angle. The correlation is the same for all geosynchronous satellites and can be described as a function of a two-degree polynomial (R2 > 0.99). However, the tropospheric delay of geostationary satellites I03 and I06 correlate less with the zenith angle.

Sun Induced Fluorescence (SIF) as stress indicator in Wheat crop and its relation with key photosynthetic parameters

Conference

Title of PaperSun Induced Fluorescence (SIF) as stress indicator in Wheat crop and its relation with key photosynthetic parameters

Proceeding NameNational Conference ISRS-ISG National Symposium

Author NameJayachandra Ravi

OrganizationISRS-IGS

Year , VenueNovember 2022 , Hyderabad

Page Number-

Indexed INOthers

Abstract

Sun Induced Fluorescence (SIF) serves as useful means for detecting the condition of vegetation as it has a close correlation with photosynthesis, thus it is used to derive Gross Primary Product (GPP). SIF could be a good estimator of net photosynthesis levels in crops affected by water deficit and nutritional stress. The field collected spectral signatures of wheat crop are used of different growth stages under control and stress treatments. SIF retrieval for wheat crop is done from spectral reflectance signatures using Spectral Fitting Method (SFM). Relations between SIF signals and key photosynthetic parameters from combined gas exchange and chlorophyll fluorescence at leaf level based on Farquhar–von Caemmerer–Berry leaf photosynthesis model fitting and others. Analysis is done for observed patterns of relationships and thus contributes to the understanding of usefulness of SIF as crucial for remote sensing application.

Retrieval of crop biophysical-biochemical variables from airborne AVIRIS-NG data using hybrid inversion of PROSAIL-D

Journal

Journal NameAdvances in Space Science

Conference

Title of PaperGAMMA NAUGHT STABILITY ASSESSMENT OF DISTRIBUTED TARGET SITES USING L- AND C-BAND DATA

Proceeding Name4th INDIA SOCIETY OF SYSTEMS FOR SCIENCE AND ENGINEERING (ISSE) 2019

Author NameBadatala Sowkhya

OrganizationSpace Applications Centre, ISRO

Year , VenueSeptember 2019 , Ahmedabad

Agriculture Land Suitability Evaluation for Wheat Cultivation using Geomatics for Patan District, India

Journal

Journal NameInternational Journal of Agricultural Resources, Governance and Ecology, Inderscience

Title of PaperAgriculture Land Suitability Evaluation for Wheat Cultivation using Geomatics for Patan District, India

Volume NumberVolume 13, Issue 1,

Page Number91-108

Published YearJanuary

Indexed INa:2:{i:0;s:6:"Scopus";i:1;s:8:"UGC List";}

Optimization of Bus Transit Station Using GIS”

Journal

Journal NameJournal of Engineering Technology, American Society for Engineering Education ASEE

Title of PaperOptimization of Bus Transit Station Using GIS”

PublisherAmerican Society for Engineering Education ASEE

Volume Number8

Page Number314-329

Published YearJanuary 2019

ISSN/ISBN No0747-9964

Indexed INa:1:{i:0;s:6:"Scopus";}

Abstract

In India, the fast-growing cities are facing sedate problems of traffic congestion due to the unprecedented urbanization in the last few decades. To give mobility of high populace density, these cities usually rely on multi-modal transit services, including private and public modes. Public transport plays an important role in building up the transportation structure. Effective implementation of public transport greatly depends on the accessibility of transit station about the urban region. This study presents the approach for the relocation of the transit station based on an evaluation of spatial accessibility to BRT stations in the environment of Geographical Information System (GIS) for Ahmedabad City. In GIS the service area and distance-decay analysis tools were used to find the most appropriate BRT station location. The study was performed on three selected corridors consisting of 27 BRT stations. Field data collected includes distance among the bus stations, distance from bus stations to intersection, on walking distance of commuter to the bus station and commuters’ characteristic like age, gender, type of employment, purpose of trip, mode of travel, time is taken to reach station and income from immediate neighborhood from board and off-board commuters. Analysis showed that relocating BRT station, results increase in the service area and that leads to commuter ridership. It was observed that relocating the station also changed the approachable population densities of the respective station. After relocating the current stations, the population density or commuter ridership increased by average 60% for 0-150 m radius, 150-400 m increased by 35% and 400-600 m increased by an average of 20% with respect to six (6) stations of the three study corridors. This result would help BRTS operators and BRTS operating authorities to take a decision about BRT station location suitability. Thus, it is recommended to consider the population densities and accessibility also t

Surveying and Mapping of Gandhinagar Using IRNSS/NavIC System

Conference

Title of PaperSurveying and Mapping of Gandhinagar Using IRNSS/NavIC System

Proceeding NameJournal of Geomatics, ISG

PublisherNational Symposium on Advancements in Geospatial Technology for Societal Benefits

Author NameJayrajsinh D. Jadeja , P.R. Patel

Year , VenueDecember 2018 , SAC,ISRO Ahmedabad

Page Number43

ISSN/ISBN NoISSN:0976–1330

FARM LEVEL LAND SUITABILITY ASSESSMENT FOR WHEAT AND MUSTARD CROPS USING GEOMATICS: A CASE STUDY OF BADIPUR VILLAGE OF PATAN DISTRICT, GUJARAT

Book Chapter

Book NameTECHNOLOGY DRIVERS: ENGINE FOR GROWTH: PROCEEDINGS OF THE 6TH NIRMA UNIVERSITY INTERNATIONAL CONFERENCE ON ENGINEERING (NUICONE 2017), NOVEMBER 23-25, 2017, AHMEDABAD, INDIA

PublisherCRC PRESS, UK

Author NamePARUL RUCHIRBHI PATEL & GAUTAM DADHICH

Chapter TitleFARM LEVEL LAND SUITABILITY ASSESSMENT FOR WHEAT AND MUSTARD CROPS USING GEOMATICS: A CASE STUDY OF BADIPUR VILLAGE OF PATAN DISTRICT, GUJARAT

Published YearNovember 2018

ISSN/ISBN No9781138560420

TECHNOLOGY DRIVERS: ENGINE FOR GROWTH: PROCEEDINGS OF THE 6TH NIRMA UNIVERSITY INTERNATIONAL CONFERENCE ON ENGINEERING (NUICONE 2017), NOVEMBER 23-25, 2017, AHMEDABAD, INDIA

Book

PublisherCRC PRESS, UK

Published YearOctober 2018

ISSN/ISBN No9781138560420

"Extraction Methods for SAR Imagery: A Review for Road Features

Conference

Title of Paper"Extraction Methods for SAR Imagery: A Review for Road Features

Proceeding NameACRS 2018

PublisherAARS

Author NamePooja Shah, Parul Patel

Organization39th Asian Conference on Remote Sensing

Year , VenueOctober 2018 , Kuala Lumpur, Malaysia

Image Quality Characterization of Fine Resolution RISAT-1 Data Using Impulse Response Function

Journal

Journal NameGeocarto International

Title of PaperImage Quality Characterization of Fine Resolution RISAT-1 Data Using Impulse Response Function

PublisherTaylor & Francis

Page Number1752-1762

Published YearJanuary 2018

ISSN/ISBN No1010-6049

Indexed INa:1:{i:0;s:6:"Scopus";}

Radiometric calibration stability Assessment for the RISAT-1 SAR sensor using a deployed point target array at the Desalpar site, Rann of Kutch, India

Journal

Journal NameInternational Journal of Remote Sensing

Title of PaperRadiometric calibration stability Assessment for the RISAT-1 SAR sensor using a deployed point target array at the Desalpar site, Rann of Kutch, India

Volume NumberTaylor & Francis Vol. 38, NO.23,7242-7259

Published YearSeptember 2017

ISSN/ISBN No0143-1161

Indexed INa:1:{i:0;s:6:"Scopus";}

Spatial Suitability Analysis for Mustard Cultivation using GIS based multi criteria Approach: A Case study of Patan District, Gujarat

Conference

Title of PaperSpatial Suitability Analysis for Mustard Cultivation using GIS based multi criteria Approach: A Case study of Patan District, Gujarat

Proceeding NameNational Symposium and Annual Meeting ISRS and ISG

Author NameGautam Dadhich

OrganizationIndian Institute of Remote Sensing (IIRS)

Year , VenueDecember 2016 , Dehradun

Farm Level Land Suitability Assessment for Agricultural Crops using Geomatics: A Case study of Badipur Village of Patan District

Conference

Title of PaperFarm Level Land Suitability Assessment for Agricultural Crops using Geomatics: A Case study of Badipur Village of Patan District

Author NameGautam Dadhich, Parul Patel, Kalubarme M.H

OrganizationNational Symposium and Annual Meeting ISRS and ISG

Year , VenueDecember 2016 , Dehradun

Performance Evaluation of natural site s for external calibration of SAR data

Conference

Title of PaperPerformance Evaluation of natural site s for external calibration of SAR data

Author NameGautam Dadhich, Parul Patel, Shweta Sharma

OrganizationNational Symposium and Annual Meeting ISRS and ISG

Year , VenueDecember 2016 , Dehradun

SITE SUITABILITY ANALYSIS OF SOLID WASTE DUMPING FOR JAIPUR CITY USING REMOTE SENSING AND GIS

Book Chapter

Book NamePROCEEDINGS OF THE 05TH NIRMA UNIVERSITY INTERNATIONAL CONFERENCE ON ENGINEERING

PublisherCRC PRESS , TAILOR AND FRANCIS, UK

Author NamePARUL RUCHIRBHI PATEL & RUCHI TAH

Chapter TitleSITE SUITABILITY ANALYSIS OF SOLID WASTE DUMPING FOR JAIPUR CITY USING REMOTE SENSING AND GIS

Published YearMay 2016

ISSN/ISBN No978-1-138-02845-6

Indexed INScopus

Site Suitability Analysis of Solid Waste Dumping for Jaipur City Using Remote Sensing and GIS

Conference

Title of PaperSite Suitability Analysis of Solid Waste Dumping for Jaipur City Using Remote Sensing and GIS

Proceeding Name05th Nirma University International Conference on Engineering

PublisherCRC Press 2016

Author NameRuchi Tah, Gautam Dadhich and Parul R. Patel

OrganizationNirma University

Year , VenueJanuary 2016 , Ahmedabad

Page Number147-154

ISSN/ISBN NoISBN:978-1-138-02845-6

“Site suitability analysis for calibration of RISAT-1 SAR sensor using corner reflectors"

Journal

Journal NameJournal of Geomatics

Title of Paper“Site suitability analysis for calibration of RISAT-1 SAR sensor using corner reflectors"

Volume Number20

Page Number187-191

Published YearJanuary 2016

ISSN/ISBN No0976-1330

Effect of Clutter Window Size on ISLR for SAR (RISAT-1) Image Evaluation

Conference

Title of PaperEffect of Clutter Window Size on ISLR for SAR (RISAT-1) Image Evaluation

Proceeding NameNational symposium on “Geomatics for Digital India”

Author NameGautam Dadhich

OrganizationIndian Society of Geomatics, Ahmedabad; Indian Society of Remote Sensing, Dehradun; JK Lakshmipat University (JKLU), Jaipur; Indian Society of Geomatics, Jaipur Chapter (ISG-JC)

Year , VenueDecember 2015 , Jaipur, Rajasthan

Journal

Journal NameInternational Journal of Remote Sensing & Geoscience

Title of PaperApproach for Absolute Radiometric Calibration of RISAT-1 SAR data Using Standard Target

Volume Number4

Page Number28-32

Published YearJanuary 2015

ISSN/ISBN NoISNN No. 2319-3484

Indexed INScopus

APPROACH FOR ABSOLUTE RADIOMETRIC CALIBRATION OF RISAT-1 SAR DATA USING STANDARD TARGET

Journal

Journal NameInternational Journal of Advanced Engineering Research and Science (IJAERS)

Title of PaperAPPROACH FOR ABSOLUTE RADIOMETRIC CALIBRATION OF RISAT-1 SAR DATA USING STANDARD TARGET

Volume Number4(1)

Page Number78-89

Published YearJanuary 2015

ISSN/ISBN No2319-3484

Absolute Radiometric Calibration of SAR data Using Standard Targets

Conference

Title of PaperAbsolute Radiometric Calibration of SAR data Using Standard Targets

Proceeding Name10th International Conference Microwaves Antenna Propagation & Remote Sensing (ICMARS)

Author NameMayank D Mishra

OrganizationInternational Centre for Radio Science (ICRS)

Published YearDecember 2014

Detection of Land Use/ Land Cover Change in an Industrial Estate using Geomatics

Conference

Title of PaperDetection of Land Use/ Land Cover Change in an Industrial Estate using Geomatics

Proceeding NameMid-Term Symposium of the Technical Commission VIII

Author NameParul R Patel

OrganizationInternational Society of Photogrammetry and Remote Sensing (ISPRS), jointly hosted by the Indian Society of Remote Sensing (ISRS) and the Indian Society of Geomatics (ISG)

Year , VenueDecember 2014 , Hyderabad

Soil Moisture Estimation using Gravimetric Technique and FDR Probe Technique: A Comparative Analysis

Journal

Journal NameAmerican International Journal of Research in Formal Applied & Natural Sciences.

Title of PaperSoil Moisture Estimation using Gravimetric Technique and FDR Probe Technique: A Comparative Analysis

Indexed INScopus

Soil Moisture Estimation Using SAR: Indian Scenario

Conference

Title of PaperSoil Moisture Estimation Using SAR: Indian Scenario

Proceeding Name100th Indian Science Congress

Author NameA Shukla

Conference

Title of PaperEstimation of Geoidal Undulation Using GPS and Levelling Data in Western India

Proceeding NameInternational Conference “IUGG 2011” -Earth on the Edge: Science for a Sustainable Planet

Author NameParul R Patel

OrganizationXXVth International Union of Geodesy and Geophysics General Assembly

Year , VenueJuly 2011 , Melbourne, Australia

Indexed INOthers

Estimation of Uniaxial Compaction Coefficient from GPS Measured Subsidence

Conference

Title of PaperEstimation of Uniaxial Compaction Coefficient from GPS Measured Subsidence

Proceeding NameInternational Conference Geospatial World Forum

Author NameParul R Patel

OrganizationGeospatial World Forum

Year , VenueJanuary 2011 , hyderabad

GPS for Establishing Control Points

Conference

Title of PaperGPS for Establishing Control Points

Author NameParul R Patel

OrganizationSpace Applications Centre, ISRO

Year , VenueFebruary 2010 , Ahmedabad

Estimation of Datum Transformation Parameters form WGS 84 to Everest Datum using GPS

Conference

Title of PaperEstimation of Datum Transformation Parameters form WGS 84 to Everest Datum using GPS

Author NameGajjar R

OrganizationSpace Applications Centre, ISRO

Year , VenueFebruary 2010 , Ahmedabad

Monitoring land subsidence over a shallow gas reservoir in India using GPS

Journal

Journal NameLand Subsidence, Associated Hazards and the Role of Natural Resources Development

Title of PaperMonitoring land subsidence over a shallow gas reservoir in India using GPS

PublisherIAHS

Volume Number339

Page Number352-357

Published YearJanuary 2010

Indexed INScopus

Post-Seismic Effect of Sumatra-Andaman Earthquake on Indian Plate

Journal

Journal NameICFAI Journal of Earth Sciences

Title of PaperPost-Seismic Effect of Sumatra-Andaman Earthquake on Indian Plate

PublisherICFAI University Press

Volume Number4

Page Number45-55

Published YearJanuary 2010

Indexed INOthers

Land Subsidence Studies in Gujarat using GPS

Conference

Title of PaperLand Subsidence Studies in Gujarat using GPS

Proceeding NameMAP World Forum

Author NameParul R Patel

OrganizationGeospatial World - Map India

Year , VenueFebruary 2009 , hyderabad

Use of GPS for Subsidence Monitoring in the Indian Context- A Case study

Conference

Title of PaperUse of GPS for Subsidence Monitoring in the Indian Context- A Case study

Proceeding NameIndian Geotechnical Conference (IGC)

Author NameParul R Patel

Year , VenueJanuary 2009 , Guntur

GPS: A novel tool for Subsidence Measurement

Conference

Title of PaperGPS: A novel tool for Subsidence Measurement

Proceeding NameIndian Geotechnical Conference (IGC)

Author NameParul R Patel

OrganizationIndian Institute of Science (IISc)

Year , VenueDecember 2008 , Bangalore

Monitoring Land Subsidence using GPS and INSAR

Conference

Title of PaperMonitoring Land Subsidence using GPS and INSAR

Proceeding NameInternational Conference IUGG-2007

Author NameParul R Patel

Year , VenueJuly 2007 , Perugia, Italy

Conference

Title of PaperA Comparison of Precise Positioning Using Different GPS Data Processing Software Packages

Proceeding NameProceedings of International Conference on Navigation, Position and Timing

Author NameKulkarni MN

Year , VenueJune 2006 , Bangalore

Land Deformation Study Using Global Positioning System in South Gujarat

Conference

Title of PaperLand Deformation Study Using Global Positioning System in South Gujarat

Proceeding NameProceedings of International Conference on Navigation, Position and Timing.

Author NameParul R Patel

Year , VenueJune 2006 , Bangalore

Conference

Title of PaperImproving Womens Careers in Construction Industry through On-the-Job Training

Proceeding Name1st International Seminar on Skill Upgradation of Women Workers in a Globalising Construction Industry

Author NameParul R Patel

OrganizationSEWA (Self Employed Women’s Association) & MHT (Gujarat Mahila Housing Sewa Trust),

Year , VenueSeptember 2003 , Ahmedabad

Page Number29-30

Use of Fly ash in Brick Manufacturing

Conference

Title of PaperUse of Fly ash in Brick Manufacturing

Proceeding NameNational Conference on Advances in Construction Materials (AICM-2002)

Author NameParul R Patel

Year , VenueApril 2002 , Hamirpur

Development of Engineering Education

Conference

Title of PaperDevelopment of Engineering Education

Proceeding NameIntegration of Human Values in Technical Education

Author NameParul R Patel

Year , VenueDecember 2001 , Bhubaneshwar

Prachi Kushwaha

Pavement design and construction using warm mix asphalt : A bibliometric overview

Journal

Journal NameMaterials Today :proceedings

Title of PaperPavement design and construction using warm mix asphalt : A bibliometric overview

Published YearMarch 2023

Indexed INScopus

Utilization of Waste Materials from Marble Processing Industry for Sustainable Pavement Design

Journal

Journal NameMaterials Today: Proceedings

Title of PaperUtilization of Waste Materials from Marble Processing Industry for Sustainable Pavement Design

PublisherScience Direct

Volume Number63

Page Number547-552

Published YearJanuary 2022

Indexed INScopus, Web of Science

Impact of clay brick dust on durability parameters of bituminous concrete

Journal

Journal NameMaterials Today: Proceedings

Title of PaperImpact of clay brick dust on durability parameters of bituminous concrete

Publisherscience direct

Published YearJanuary 2022

Indexed INScopus

Experimental Investigation on Stabilization of Subgrade Soil using Bio-enzymatic Additive for Pavement Construction

Journal

Journal NameInnovative Infrastructure Solutions

Title of PaperExperimental Investigation on Stabilization of Subgrade Soil using Bio-enzymatic Additive for Pavement Construction

Publisherspringer

Volume Number7

Page Number1-7

Published YearJanuary 2022

Indexed INScopus

Investigating the Effects of Nanochemical based Ionic Stabilizer and Co-polymer on Soil Properties for Pavement Construction

Journal

Journal NameInternational Journal of Geotechnical Engineering

Title of PaperInvestigating the Effects of Nanochemical based Ionic Stabilizer and Co-polymer on Soil Properties for Pavement Construction

PublisherTaylor and Francis

Published YearMay 2019

Indexed INScopus

Abstract

Seismic Behavior of Re-entrant Corner Dominant RC Frame Buildings

Journal

Journal NameResearch on Engineering Structures and Materials

Title of PaperSeismic Behavior of Re-entrant Corner Dominant RC Frame Buildings

PublisherMIM Research Group

Volume Number9

Page Number901-920

Published YearMarch 2023

ISSN/ISBN No2149-4088

Book Chapter

Book NameMulti-disciplinary Sustainable Engineering: Current and Future Trends: Proceedings of the 5th Nirma University International Conference on Engineering

PublisherCRC Press Taylor & Francis Group

Author NamePawan Pandey and Sharadkumar P. Purohit

Page Number111-115

Chapter TitleVibration Control of Structures using Piezoelectric Material

Published YearNovember 2015

Indexed INOthers

Abstract

Structural elements and systems used in spacecraft and antenna structures are flexible and light in weight. Vibration in flexible structures may produce secondary effects in it and affect the performance. Therefore, it is important to control structural response of flexible structures. This can be achieved by either Passive control or Active control. It has been found that active control of flexible structures may lead to instability, if there is an error in feedback control. In such situations passive control of flexible structures coated with thin viscoelastic material offers promise. Apart, smart materials like Piezoelectric Ceramic Powder, Magnetorheological Fluids etc. are potential alternatives. In present study cantilever structure made up of aluminum material is considered. Bare specimen is coated with Piezoelectric Ceramic Powder. Acceleration is captured using Data Acquisition System and LabVIEW through Free vibration test. Results shows piezoelectric powder coating increases damping into the system.

Response Spectrum Development for Seismic Demand Comparison of a Building in Indian Context

Conference

Title of PaperResponse Spectrum Development for Seismic Demand Comparison of a Building in Indian Context

Proceeding NameChemical, Civil and Mechanical Engineering Tracks of the 4th Nirma University International Conference on Engineering

PublisherElsevier

Author NameSharadkumar Purohit and Tejan Patel

OrganizationProcedia Engineering, SciVerse Science Direct

Year , VenueNovember 2013 , Institute of Technology, Nirma University, Ahmedabad

Page Number1-10

Indexed INOthers

Abstract

Earthquake is a natural hazard that causes damage or sometimes complete collapse of man-made structures. It is measured as ground excitation with acceleration and time data points measured at various locations through digital instruments. All ground excitations measured do have potential to cause damage to the structures but strong ground motion do. Strong Ground Motion is characterized by various parameters like Peak Ground Acceleration (PGA), Frequency Content, Root Mean Square (RMS) Acceleration, Arias Intensity and Duration of strong ground motion. Strong ground excitations poses varied seismic demand on structures. In the present study, out of 184 ground motions recorded at 23 recording stations of Indian subcontinent, about 67 ground motions are quantified as strong ground motion based on PGA and Duration of the motion. Response Spectrum for each strong ground excitation is developed. A mean, mean plus one standard deviation and maximum response spectrum are developed for each strong ground motion using statistical analysis. Seismic demand posed by each response spectrum and IS specified design spectrum on four storey Reinforced Concrete (RC) shear frame building are evaluated. Comparison among seismic demand represented by peak acceleration and base shear are carried out. It is found that seismic demand posed by IS specified design spectrum for building is quite high as compared to mean response spectrum. Similar results are obtained for mean plus one standard deviation and maximum response spectrum except few strong ground motions that posed high seismic demand on building as compared to IS specified design spectrum.

Dynamic Response Control of a Building Using Bracings

Conference

Title of PaperDynamic Response Control of a Building Using Bracings

Proceeding NameChemical, Civil and Mechanical Engineering Tracks of the 3rd Nirma University International Conference on Engineering

PublisherElsevier

Author NameDhara Panchal and Sharad Purohit

Year , VenueDecember 2012 , Institute of Technology, Nirma University, Ahmedabad

Page Number1-8

Indexed INScopus

Abstract

Construction of tall and flexible structures has become easier now-a-days because of advances in analytical techniques and availability of more efficient materials. However, these structures are more sensitive towards dynamic loadings. Dynamic response of such structures under various excitations can be quantified by displacement and acceleration response time history. Excessive dynamic response of structure leads to substantial damage to the structural components and hence it need to be controlled. Passively, this is achieved by adding either mass or stiffness or both of them. This paper covers experimental study on controlling dynamic response of a building model using two types of bracings, namely, Concentric- and Eccentric bracing. A building model is fabricated using aluminum flats and plates and bracings are fabricated using linear springs of moderate stiffness. A model represented as Single Degree of Freedom (SDOF) system is subjected to sinusoidal excitations of various frequencies through small scale shake table. Acceleration response of a uncontrolled building model (model without bracings) is obtained using accelerometers and Data Acquisition System (DAQ) – LabVIEW 8.0. Displacement response is derived through numerical integration from acceleration response using LabVIEW. Acceleration and displacement response of controlled building model (model with bracings) are extracted and compared with uncontrolled system. Dynamic properties like Natural Time Period and Damping Ratio for both types of bracing systems are obtained and comparisons are made among them. It is found that natural time period and damping ratio of controlled building model is increased as compared to uncontrolled system due to stiffness addition. Displacement and Acceleration response are reduced appropriately for controlled system as compared to uncontrolled system.

Instantaneous 0ptimal Control of Seismic Response using Magnetorheological Damping

Journal

Journal NameInternational Journal of Acoustic and Vibration

Title of PaperInstantaneous 0ptimal Control of Seismic Response using Magnetorheological Damping

PublisherInternational Institue of Acoustics and Vibration (IIAV)

Volume Number17

Page Number4-13

Published YearMarch 2012

ISSN/ISBN No1027-5851

Indexed INScopus, Web of Science

Semi-active Control using Magnetorhelogical Dampers with Output Feedback and Distributed Sensing

Journal

Journal NameShock and Vibration

Title of PaperSemi-active Control using Magnetorhelogical Dampers with Output Feedback and Distributed Sensing

PublisherIOS Press

Volume Number19

Page Number1427-1443

Published YearJanuary 2012

ISSN/ISBN No1070-9622

Indexed INScopus

Instantaneous Optimal State Feedback Control of Seismic Response using MR Dampers

Conference

Title of PaperInstantaneous Optimal State Feedback Control of Seismic Response using MR Dampers

Proceeding Name, International Conference on Vibration Engineering & Technology of Machinery

Author NameN. K. Chandiramani and S. P. Purohit

OrganizationVETOMAC-VI

Year , VenueDecember 2010 , IIT Delhi, Delhi

Page Number1-10

Indexed INOthers

Abstract

t Instantaneous Optimal Control is used to obtain desired force from MR damper fitted to a seismically excited building. Excitation is considered when minimizing performance index, unlike in classical optimal controllers. Modified Bouc-Wen damper model and on-off voltage law is considered. Various forms of state weighting matrix are considered for controller design. IOC is compared with LQR/LQG and PON control. It yields reduction in: maximum peak interstorey drift; and generally in accelerations vis-a-vis LQR/LQG. IOCSF Riccati Matrix Type controller appears most effective, yielding: lowest maximum peak drift/acceleration and generally best storeywise drift control vis-a-vis PON/LQR/LQG; substantially lower peak accelerations vis-a-vis LQR/LQG.

Optimal static output feedback control of a building using an MR damper

Journal

Journal NameJournal of Structural Control and Health Monitoring

Title of PaperOptimal static output feedback control of a building using an MR damper

PublisherJohn Wiley & Sons Ltd

Volume Number18

Page Number852-868

Published YearAugust 2010

ISSN/ISBN No1545-2263

Indexed INScopus, Web of Science

Seismic Response Control of a Building using MR Damper with Optimal Static Output Feedback

Conference

Title of PaperSeismic Response Control of a Building using MR Damper with Optimal Static Output Feedback

Proceeding NameThe 17th International Congress on Sound and Vibration (ICSV17)

PublisherPublons

Author NameSharadkumar Purohit and Naresh K. Chandiramani

OrganizationICSV17

Year , VenueJuly 2010 , Cairo, Egypt

Page Number1-8

Indexed INScopus

Seismic Response Reduction of Building using Semi-activelly Controlled Magnetorheological (MR) Dampers

Conference

Title of PaperSeismic Response Reduction of Building using Semi-activelly Controlled Magnetorheological (MR) Dampers

Proceeding Name3rd International Conference on Computational Mechanics and Simulations (ICCMS-09)

Author NameS. P. Purohit and N. K. Chandiramani

OrganizationICCMS

Year , VenueDecember 2009 , IIT Bombay, Mumbai

Page Number1-2

Indexed INOthers

Analysis & Design of Berthing Structures for High Seismic Zones

Conference

Title of PaperAnalysis & Design of Berthing Structures for High Seismic Zones

Proceeding NameInternational Conference of the Structural Engineering Convention (SEC-2005)

Author NameLaxman Rajwani and S. P. Purohit

OrganizationStructural Engineering Convention (SEC)

Year , VenueDecember 2005 , IISc, Bangalore

Page Number1-8

Indexed INOthers

Abstract

Analysis and Design of berthing structures seems to be a new subject to common structural engineers, but they are the important structures contributing to the development of trade in our nation. The paper is focusing on analysis and design of 12th Cargo Berth at Kandla, which is open piled structure with retaining wall at the land side and lying in high seismic zone V. The berth is to be designed for a vessel having capacity of 75,000 DWT and the structure is supported on Bored cas-in situ piles. The structure is subjected to various forces and combinations such as cyclone, high tide, earthquake,high winds, heavy live loads as per IS: 4651 – 1983. A 3-D model was generated using STAAD-Pro software and analysis was conducted with appropriate loads acting on the structure. It was observed that seismic force was governing in most of the case because of Kandla being located in high seismic zone V. The paper is an attempt to understand the behavior of offshore structures under different conditions of loading and also, an effect of seismicity on the structures.

Effect of Modeling on Time Period & Lateral Load Estimation of R.C.C. Buildings

Conference

Title of PaperEffect of Modeling on Time Period & Lateral Load Estimation of R.C.C. Buildings

Proceeding NameInternational Conference of the Structural Engineering Convention (SEC-2005)

Author NameRamkrishna Darji and S. P. Purohit

OrganizationStructural Engineering Convention

Year , VenueDecember 2005 , IISc, Bangalore

Page Number1-9

Indexed INOthers

Abstract

Process Parameters affecting Compressive Strength of Ambient Cured Alkali Activated Fly Ash and Bottom Ash Concrete

Journal

Journal NameIndian Concrete Journal

Title of PaperProcess Parameters affecting Compressive Strength of Ambient Cured Alkali Activated Fly Ash and Bottom Ash Concrete

Volume Number94

Page Number53-61

Published YearFebruary 2020

Indexed INScopus

Effect of High Temperature on Fly ash based Alkali Activated Concrete Compared to Portland Cement Concrete

Journal

Journal NameInternational Journal of Materials and Structural Integrity

Title of PaperEffect of High Temperature on Fly ash based Alkali Activated Concrete Compared to Portland Cement Concrete

PublisherInderscience

Volume Number13

Page Number257-273

Published YearOctober 2019

Indexed INScopus

Parametric Study of Geopolymer Concrete with fly ash and bottom ash activated with Potassium activators

Book Chapter

Book NameTechnology Drivers: Engine for Growth

PublisherCRC Press: Taylor and Francis Group

Author Namesonal thakkar, praharshit joshi

Chapter TitleParametric Study of Geopolymer Concrete with fly ash and bottom ash activated with Potassium activators

Published YearMarch 2019

ISSN/ISBN No9781138560420

Indexed INOthers

Mechanical Properties of Fibre Reinforced Alkali Activated Concrete

Journal

Journal Namei Manager's Journal of Structural Engineering

Title of PaperMechanical Properties of Fibre Reinforced Alkali Activated Concrete

Publisheri Manager Publication

Volume Number7 No 3

Page Number42-50

Published YearSeptember 2018

ISSN/ISBN No2278-7887

Indexed INIndian citation Index, EBSCO

Sustainable Alkali Activated Concrete using Rice Husk Ash

Conference

Title of PaperSustainable Alkali Activated Concrete using Rice Husk Ash

Proceeding NameProceeding of”, International Conference on Futuristic Trends in Engineering, Science, Pharmacy and Management recognized by ISTE

PublisherA. D. Publisher

OrganizationISTE

Year , VenueDecember 2016 , Vadodara

Page Number148-156

Durability studies of fly ash and GGBFS based geopolymer concrete at ambient temperature

Book Chapter

Book NameMulti-disciplinary Sustainable Engineering: Current and Future Trends

Author NameTekwani, Bhavsar & Modi (Eds)

Chapter TitleDurability studies of fly ash and GGBFS based geopolymer concrete at ambient temperature

Published YearNovember 2016

ISSN/ISBN No978-1-138-02845-6

Durability Studies for Ambient Cured Geopolymer Concrete using GGBFS as source material

Book Chapter

Book NameMulti-disciplinary Sustainable Engineering: Current and Future Trends

PublisherTaylor & Francis Group, London

Author Name Tekwani, Bhavsar & Modi (Eds)

Chapter TitleDurability Studies for Ambient Cured Geopolymer Concrete using GGBFS as source material

Published YearNovember 2016

ISSN/ISBN No978-1-138-02845-6

Parameters affecting Alkali Activated Concrete with Fly Ash & Rice Husk Ash

Journal

Journal NameInternational Journal of Research and Scientific Innovation (IJRSI)

Title of PaperParameters affecting Alkali Activated Concrete with Fly Ash & Rice Husk Ash

Volume NumberIV, Issue I,

Page Number216-219

Published YearNovember 2016

ISSN/ISBN No2321-2705

Indexed INOthers

Journal

Journal NameThe IUP Journal of Structural Engineering

Title of PaperFactors Affecting the Compressive Strength of Heat-Cured Geopolymer Concrete with Fly Ash and Slag

Volume NumberVIII, No. 4

Page Number23-36.

Published YearOctober 2015

Indexed INOthers

Resistance of Geopolymer Concrete with Fly Ash and Slag to Sulphate and Acid Attack

Journal

Journal NameInternational Journal of Civil Engineering Research and Development (IJCERD)

Title of PaperResistance of Geopolymer Concrete with Fly Ash and Slag to Sulphate and Acid Attack

Volume NumberIV, Issue I,

Page Number41-50

Published YearApril 2014

ISSN/ISBN No2248-9428

Indexed INOthers

Parametric Study of Base Isolated Building with Eccentricity in Super Structure with Various Location of Base Isolators

Journal

Journal NameInternational Journal of Civil Engineering Research and Development (IJCERD)

Title of PaperParametric Study of Base Isolated Building with Eccentricity in Super Structure with Various Location of Base Isolators

Volume Number4

Page Number30-40

Published YearApril 2014

ISSN/ISBN No2248-9428

Indexed INOthers

Analysis And Design of Cable Stayed Bridge

Book

PublisherLambert Academic Publishing

Published YearDecember 2011

ISSN/ISBN No13:978-8473-0389-3

This paper presents the outcome of the experimental program conducted to incorporate the Nanoparticles in the pervious concrete for the purpose of water purification and improvement in the strength. The Nanoparticles are small objects that behave as filler for the porosity of concrete, which helps to increase the strength of concrete and maintain the perviousness of concrete. This perviousness of pervious concrete helps to purify the contaminated water also. Three Nanoparticles Zinc Oxide (ZnO), Charcoal and Manganese Dioxide (MnO2) are used in the present experimental program. The quality of the water is checked by the tests such as Hardness test, pH test, turbidity test, Porosity and Permeability test perform to check the inherent property of pervious concrete and compressive strength test performs to check the improvement of Pervious concrete. The result shows charcoal provide good results for water purification and improvement of strength as comparing other two Nanoparticles.

Behavior of RC Hollow Beam under Pure Cyclic Torsion

Journal

Journal NameInternational Journal of Research in Engineering and Technology

Title of PaperBehavior of RC Hollow Beam under Pure Cyclic Torsion

PublisherInternational Conference on Innovations in Structural Engineering

Volume Number4

Page Number407 - 412

Published YearDecember 2015

ISSN/ISBN No2321-7308

Indexed INOthers

Biofibre Reinforced Concrete

Book Chapter

Book NameAdvances in Structural Engineering

PublisherSpringer India 2015

Author NameManasa T., Parvej T., Rao T.S., Babu M.H., Sunil D Raiyani

Page Number1655-1672

Chapter TitleBiofibre Reinforced Concrete

Published YearDecember 2014

ISSN/ISBN No978-81-322-2186-9

Indexed INScopus

Swati Sirsant

A hybrid convolutional neural network model coupled with AdaBoost regressor for flood mapping using geotagged flood photographs

Journal

Journal NameNatural Hazards

Title of PaperA hybrid convolutional neural network model coupled with AdaBoost regressor for flood mapping using geotagged flood photographs

PublisherSpringer Netherlands

Volume Number1

Page Number1-21

Published YearNovember 2024

ISSN/ISBN No1573-0840

Indexed INScopus, Web of Science, ABDC

Abstract

Flood mapping has been crucial to flood hazard identification, mitigation, and preparedness. Development of accurate flood maps in data-scarce regions has always been a challenge. This study presents a multi-stage approach involving topographic feature extraction, CNN-based flood classification, and regression modeling for flood mapping. The study aims to provide accurate estimates of flood depth by leveraging both spatial data and image-based contextual information. The methodology comprises two CNN models followed by a regressor for estimating flood depth using geo-tagged flood photographs. The first CNN model identifies the existence of flood, while the second one identifies the flood severity class (greater than or less than 1 m depth). A modified VGG-16 CNN architecture is employed in the present study for both stages. Finally, the AdaBoost Regressor is employed to estimate precise flood depth using topographical data such as elevation, slope, and topographic position index (TPI) values as the input. The model results showed excellent performance with R2 of 0.93 and RMSE of 25.01% when tested on manually collected flood data for VGP Selva Nagar, a residential area in Chennai, India, for the December 2023 flood. Comparison of the VGG-16 CNN architecture with other standard architectures, such as ResNet50 and InceptionV3, showed the efficacy of the presented model. The presented multi-staged approach, thus, proves to be an effective tool that relies only on geo-tagged flood photographs as the input to develop accurate flood maps. The models developed in this study have significant implications for flood management that can help inform emergency response teams about flood severity and extent, facilitating prompt and effective interventions.

Book Chapter

Book NameDifferential Evolution: From Theory to Practice

PublisherSpringer, Singapore

Author NameS Sirsant, M Janga Reddy

Page Number215-240

Chapter TitleSobol Sequence-based MOSaDE Algorithm for Multi-objective Design of Water Distribution Networks

Published YearMay 2022

Indexed INScopus

Improved MOSADE algorithm incorporating Sobol sequences for multi-objective design of Water Distribution Networks

Journal

Journal NameApplied Soft Computing

Title of PaperImproved MOSADE algorithm incorporating Sobol sequences for multi-objective design of Water Distribution Networks

PublisherElsevier

Volume Number120

Page Number108682

Published YearMay 2022

Indexed INWeb of Science

Performance-based multi-objective design and expansion of water distribution networks considering life cycle costs and future demands

Journal

Journal NameWater Supply

Title of PaperPerformance-based multi-objective design and expansion of water distribution networks considering life cycle costs and future demands

PublisherIWA Publishing

Volume Number22

Page Number1388-1408

Published YearFebruary 2022

Indexed INWeb of Science

Optimal design of pipe networks accounting for future demands and phased expansion using integrated dynamic programming and differential evolution approach

Journal

Journal NameWater Resources Management

Title of PaperOptimal design of pipe networks accounting for future demands and phased expansion using integrated dynamic programming and differential evolution approach

PublisherSpringer Netherlands

Volume Number35

Page Number1231-1250

Published YearMarch 2021

Indexed INWeb of Science

Assessing the performance of surrogate measures for water distribution network reliability

Journal

Journal NameJournal of Water Resources Planning and Management

Title of Paper Assessing the performance of surrogate measures for water distribution network reliability

PublisherAmerican Society of Civil Engineers

Volume Number146

Page Number04020048

Published YearJuly 2020

Indexed INWeb of Science

SaDE algorithm for reliability-based design of water distribution networks

Journal

Journal NameWater Utility Journal

Title of PaperSaDE algorithm for reliability-based design of water distribution networks

PublisherE.W. Publications

Volume Number19

Page Number59-70

Published YearOctober 2018

Indexed INOthers

Reliability-based design of water distribution networks using self-adaptive differential evolution algorithm

Journal

Journal NameISH Journal of Hydraulic Engineering

Title of PaperReliability-based design of water distribution networks using self-adaptive differential evolution algorithm

PublisherTaylor & Francis

Volume Number24

Page Number198-212

Published YearMay 2018

Indexed INScopus

Reliability-based design of water distribution networks considering mechanical failures

Journal

Journal NameEuropean Water

Title of PaperReliability-based design of water distribution networks considering mechanical failures

PublisherEW Publications

Volume Number58

Page Number407-14

Published YearJuly 2017

Indexed INOthers

Tejas Joshi

Impact of recycled aggregate and supplementary cementitious materials on properties of pervious concrete

Conference

Title of PaperImpact of recycled aggregate and supplementary cementitious materials on properties of pervious concrete

Author NameTejas Joshi

Year , VenueFebruary 2024 , IIT Madras

MATERIAL DEVELOPMENT AND CONSTRUCTION OF LIGHTWEIGHT GEOPOLYMER CONCRETE CANOE

Journal

Journal NameIndian Concrete Journal

Title of PaperMATERIAL DEVELOPMENT AND CONSTRUCTION OF LIGHTWEIGHT GEOPOLYMER CONCRETE CANOE

Volume Number98

Page Number43-52

Published YearJanuary 2024

ISSN/ISBN No0019-4565

Indexed INScopus

Influence of Styrene Butadiene Rubber Latex and Fly-ashon Pervious Concrete Incorporating Natural and Recycled Aggregate

Conference

Title of PaperInfluence of Styrene Butadiene Rubber Latex and Fly-ashon Pervious Concrete Incorporating Natural and Recycled Aggregate

Proceeding NameAIP Conference Proceedings

PublisherAIP Publishing

Author NameTejas Joshi

Published YearDecember 2023

ISSN/ISBN No1551-7616

Indexed INScopus, Others

Use of SCM in manufacturing the compressed brick for reducing embodied energy and carbon emission

Journal

Journal NameJournal of Sustainable Construction Materials and Technologies

Title of PaperUse of SCM in manufacturing the compressed brick for reducing embodied energy and carbon emission

PublisherKare Publishing

Volume Number4

Page Number260-268

Published YearDecember 2023

ISSN/ISBN No2458973X

Page Number293-298

Chapter TitleEffect of Ceramic Waste on the Mechanical Properties of Concrete

Published YearNovember 2021

ISSN/ISBN No2395-5295

Indexed INScopus

Development of concrete mix design using android application as per Indian standard 10262:2019

Journal

Journal NameIndian Concrete Jounral

Title of PaperDevelopment of concrete mix design using android application as per Indian standard 10262:2019

PublisherACC limited

Volume Number95

Page Number7-17

Published YearNovember 2021

ISSN/ISBN No0019-4565

Indexed INScopus

Abstract

This paper focuses on developing concrete mix design using the android application as per the Indian Standard IS: 10262 (2019). Concrete mix design is an essential parameter for constructing any reinforced concrete (RC) structures. Recently IS: 10262 (2019) has come up with significant changes in the concrete mix design. IS: 10262 (2019) has added the mix design of different types of concrete such as ordinary concrete (M30 to M60), selfcompacted concrete, high strength concrete (M65 to M100), and mass concrete. Currently, on the Google play store, such an application is not available, covering all types of concrete mix design according to IS: 10262 (2019). Concrete mix design android application has been developed for all types of concrete using all the provisions mentioned in IS: 10262 (2019). This android application covers the mix design of ordinary concrete, self-compacted concrete, high-strength concrete, and mass concrete. The android studio was used to develop a concrete mix design for the android application. This concrete mix design application also provides detailed guidelines for mixing proportions specified in IS: 10262 (2019). Experimental work was carried out to validate android application results for concrete mix design. Compressive strength result at 7 days and 28 days was measured and compared with a target mean strength for different types of concrete. A slump test was carried out to check the workability of different types of concrete. From the compressive strength result, it can be concluded that the concrete mix proportioning result obtained from the android application will be helpful for field applications. This android application has excellent benefits to the students, academicians, and practicing engineers working on concrete mix design.

Evaluation of infiltration rate of pervious concrete pavement model by varying perforation patterns of pipes

Conference

Title of PaperEvaluation of infiltration rate of pervious concrete pavement model by varying perforation patterns of pipes

Proceeding NameUKIERI Concrete Congress

OrganizationDr B R Ambedkar National Institute of Technology Jalandar, Punjab

Year , VenueMarch 2019 , Jalandhar, Punjab

Page Number1022-1030

Indexed INOthers

Influence of VSI aggregates on the properties of pervious concrete

Journal

Journal NameJournal of Structural Engineering

Title of PaperInfluence of VSI aggregates on the properties of pervious concrete

Publisheri-manager

Volume Number7

Page Number35-40

Published YearMay 2018

ISSN/ISBN No2278-7887

Indexed INIndian citation Index

Comparative Study of Mechanical Properties of Concrete using Waste Foundry Sand

Conference

Title of PaperComparative Study of Mechanical Properties of Concrete using Waste Foundry Sand

Proceeding Name6th Nirma University International Conference

OrganizationNirma University

Year , VenueNovember 2017 , Ahemdabad

Evaluation of Mechanical Properties and light transmission of Light transmitting Concrete

Conference

Title of PaperEvaluation of Mechanical Properties and light transmission of Light transmitting Concrete

Proceeding Name6th Nirma University International Conference

PublisherCRC Press

OrganizationNirma University

Year , VenueNovember 2017 , Ahemdabad

Parametric Study of pervious concrete with changing cement content and w/c ratio

Journal

Journal NameIndian Concrete Journal

Title of PaperParametric Study of pervious concrete with changing cement content and w/c ratio

PublisherACC limited

Volume Number91

Page Number19-25

Published YearJune 2017

ISSN/ISBN No0019-4565

Indexed INScopus

EVALUATION OF STRENGTH, PERMEABILITY AND VOID RATIO OF PERVIOUS CONCRETE WITH CHANGING W/C RATIO AND AGGREGATE SIZE

Journal

Journal NameInternational Journal of Civil Engineering and Technology

Title of PaperEVALUATION OF STRENGTH, PERMEABILITY AND VOID RATIO OF PERVIOUS CONCRETE WITH CHANGING W/C RATIO AND AGGREGATE SIZE

PublisherIAEME

Volume Number7

Page Number276-284

Published YearAugust 2016

ISSN/ISBN No0976-6308

Indexed INScopus

TO DEVELOP METHOD TO FIND OUT PERMEABILITY AND VOID RATIO FOR PERVIOUS CONCRETE

Conference

Title of PaperTO DEVELOP METHOD TO FIND OUT PERMEABILITY AND VOID RATIO FOR PERVIOUS CONCRETE

Proceeding NameThree- Day International Conference on “Innovations in Structural Engineering (IC-ISE- 2015)

OrganizationUniversity College of Engineering, Osmania University, Hyderabad

Year , VenueMarch 2015 , Hydrabad, India.

ISSN/ISBN No9788173719868

STUDY OF NO COARSE AGGREGATE EPS BASED CONCRTE UNDER DIFFERENT PARAMETERS

Conference

Title of Paper STUDY OF NO COARSE AGGREGATE EPS BASED CONCRTE UNDER DIFFERENT PARAMETERS

Proceeding NameThree- Day International Conference on “Innovations in Structural Engineering (IC-ISE- 2015)

OrganizationUniversity College of Engineering, Osmania University, Hyderabad

Year , VenueMarch 2015 , Hydrabad, India.

ISSN/ISBN No9788173719868

PARAMETRIC STUDY OF PERVIOUS CONCRETE WITH CHANGING VOID CONTENT

Conference

Title of PaperPARAMETRIC STUDY OF PERVIOUS CONCRETE WITH CHANGING VOID CONTENT

Proceeding NameProceedings of UK India Education and Research Initiative (UKIERI) Congress

PublisherJointly organized by UKIERI, NIT Jalandhar, Gurunanak Dev Engg. College, Univ. of Birmingham , Uni. Of Zagerb, Trinity College, Dublin, etc.

OrganizationDr. B. R. Ambedkar National Institute of Technology , Jalandhar, India.of Technology , Jalandhar

Year , VenueMarch 2015 , Jalandhar

Urmil Dave

Parametric Study of Pervious Concrete with Changing Cement Content and w/c Ratio

Journal

Journal NameIndian Concrete Journal

Title of PaperParametric Study of Pervious Concrete with Changing Cement Content and w/c Ratio

Volume NumberVolume 91, Issue 6

Page Number19-25

Published YearJune 2017

The effect of polypropylene fibres within concrete with regard to fire performance in structures

Journal

Journal NameInternational Journal of Structural Survey

Title of PaperThe effect of polypropylene fibres within concrete with regard to fire performance in structures

PublisherEmerald

Volume NumberVol. 26(5)

Page Number435-444

Published YearDecember 2008

Utsav Koshti

Development and characterization of air and nitrile rubber-based prototype passive damping devices

Journal

Journal NameIUP Journal of Structural Engineering

Title of PaperDevelopment and characterization of air and nitrile rubber-based prototype passive damping devices

PublisherIUP Publications

Page Number1-23

Published YearJanuary 2024

ISSN/ISBN No978-81-314-2793-4

Indexed INEBSCO

Moment Curvature of Reinforced Concrete beams- An analytical and experimental validation.

Conference

Title of PaperMoment Curvature of Reinforced Concrete beams- An analytical and experimental validation.

Proceeding Name12th Structural Engineering Convention - An International Event (SEC 2022),

PublisherASPS Journals

Author NameUtsav Koshti

OrganizationMNIT Jaipur

Page Number619–623.

Published YearDecember 2022

ISSN/ISBN No575-1012

Indexed INOthers

Design of Metallic Dampers and Analysis Using MATLAB Program

Conference

Title of PaperDesign of Metallic Dampers and Analysis Using MATLAB Program

Proceeding Name Proceedings of the 12th Structural Engineering Convention, SEC 2022

Published YearDecember 2022

ISSN/ISBN No1081-1086 (2022)

Indexed INOthers

Parameter Study on ADAS Metallic Damper

Conference

Title of PaperParameter Study on ADAS Metallic Damper

Author NameUtsav Koshti

OrganizationIIT, Roorkee

Year , VenueNovember 2022 , IIT, Roorkee

Performance of Pendulum Tune Mass System-A Laboratory Experimental Study

Conference

Title of PaperPerformance of Pendulum Tune Mass System-A Laboratory Experimental Study

Proceeding NameOnline “International Conference on Computing for Sustainable Development in Civil Engineering

Author NameUtsav Koshti

Published YearJune 2021

ISSN/ISBN NoISBN: 978-81- 952677-8-1

Characterization of air based pneumatic damper for seismic response control. Technologies for Sustainable Development

Conference

Title of PaperCharacterization of air based pneumatic damper for seismic response control. Technologies for Sustainable Development

Proceeding NameProceedings of the 7th Nirma University International Conference on Engineering, NUICONE 2019

PublisherCRC Press

Author NameUtsav Koshti

OrganizationInstitute of Technlogy, Nirma University

Year , VenueJanuary 2019 , Institute of Technlogy, Nirma University, Ahmedabad

Page Number128-133

ISSN/ISBN No978-0367337377

Indexed INScopus

Measurement of dynamic properties of linear system using shake table

Conference

Title of PaperMeasurement of dynamic properties of linear system using shake table

Proceeding Name16th Symposium on Earthquake Engineering

PublisherISET

Author NameProf. Yogendra Singh and Prof. B. K. Maheswari

OrganizationDepartment of Earthquake Engineering, IIT Roorkee

Year , VenueDecember 2018 , IIT, Roorkee

Study of Sawdust Concrete Blocks Properties as Construction Materials

Book Chapter

Book NameAdvances in Concrete, Structural & Geotechnical Engineering

PublisherBloomsbury India

Chapter TitleStudy of Sawdust Concrete Blocks Properties as Construction Materials

Published YearFebruary 2018

ISSN/ISBN No978-93-87471-69-6

Behavior of Steel MR Frame Building using Reduced Beam Section

Journal

Journal NameThe IUP Journal of Structural Engineering

Title of PaperBehavior of Steel MR Frame Building using Reduced Beam Section

PublisherThe IUP Journal of Structural Engineering

Volume Number10

Page Number26-34

Published YearApril 2017

ISSN/ISBN No0974-6528

Vineet Kothari

Effect of Surface Corrosion of Steel Reinforcement on Bond Strength Characteristics of Concrete

Book Chapter

Book NameAdvances in Structures, Systems and Materials

PublisherSpringer, Singapore

Author NameVineet Kothari and Hemanth Kamplimath

Page Number153-162

Chapter TitleEffect of Surface Corrosion of Steel Reinforcement on Bond Strength Characteristics of Concrete

Published YearApril 2020

ISSN/ISBN No978-981-15-3254-2

Indexed INScopus

Abstract

Corrosion is the degradation of a metal by an electrochemical reaction with its surrounding environment. The corrosion of embedded steel reinforcement in concrete causes durability issue in reinforced concrete structures and cement concrete pavements. The impact of corrosion of embedded steel rebars on the performance of reinforced concrete structures and pavements is a subject of concern for the engineers and scientists working in the construction industry. One of the effective ways of studying such influence is to understand the effect of corrosion on the mechanical and durability properties of concrete. The bond strength between steel rebar and concrete is also an important parameter of study. This study focuses on probing the effect of corrosion on bond strength and other mechanical properties of reinforced concrete. A pull-out test was conducted on 18 concrete cube specimens having steel bars of 12 and 16 mm diameter Fe500 grade. These bars were corroded with the help of commercial grade hydrochloric acid solution 10% v/v. Each group of bar specimens included three levels of corrosion: 0, 3 and 5%. Tension test on steel bars and compression test for concrete cubes were conducted

Experimental Study of Seismic Response of different Structural Systems

Book Chapter

Book NameTechnology Drivers: Engine for Growth

PublisherTaylor and Francis

Chapter TitleExperimental Study of Seismic Response of different Structural Systems

Published YearOctober 2018

ISSN/ISBN No9781138560420

Indexed INOthers

Experimental Study of Seismic Response of different Structural Systems

Conference

Title of PaperExperimental Study of Seismic Response of different Structural Systems

Proceeding NameNUiCONE 2017

PublisherTaylor and Francis

OrganizationNirma University

Year , VenueNovember 2017 , Nirma Univeristy