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001445474 001__ 1445474
001445474 003__ OCoLC
001445474 005__ 20230310003833.0
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001445474 019__ $$a1305845926
001445474 020__ $$a9789811664564$$q(electronic bk.)
001445474 020__ $$a9811664560$$q(electronic bk.)
001445474 020__ $$z9811664552
001445474 020__ $$z9789811664557
001445474 0247_ $$a10.1007/978-981-16-6456-4$$2doi
001445474 035__ $$aSP(OCoLC)1306061684
001445474 040__ $$aEBLCP$$beng$$epn$$cEBLCP$$dGW5XE$$dOCLCO$$dEBLCP$$dOCLCF$$dOCLCQ
001445474 043__ $$aa-ii---
001445474 049__ $$aISEA
001445474 050_4 $$aTA705.I4
001445474 08204 $$a624.1510954$$223
001445474 1112_ $$aIndian Young Geotechnical Engineers Conference$$n(7th :$$d2019 :$$cNational Institute of Technology, Silchar, India)
001445474 24510 $$aProceedings of the 7th Indian Young Geotechnical Engineers Conference :$$b7IYGEC -- 2019 /$$cAshim Kanti Dey, Jagat Jyoti Mandal, Bappaditya Manna, editors.
001445474 2463_ $$a7IYGEC 2019
001445474 2463_ $$aIYGEC
001445474 260__ $$aSingapore :$$bSpringer,$$c2022.
001445474 300__ $$a1 online resource (514 pages)
001445474 336__ $$atext$$btxt$$2rdacontent
001445474 337__ $$acomputer$$bc$$2rdamedia
001445474 338__ $$aonline resource$$bcr$$2rdacarrier
001445474 4901_ $$aLecture notes in civil engineering ;$$vv. 195
001445474 500__ $$a3 Mechanism of Granular Column.
001445474 5050_ $$aIntro -- Foreword from the Honorary Secretary, IGS -- Foreword from the IGS President -- Preface -- Chairman Message -- Director Message -- HOD Message -- Message from the Organizing Secretaries, 7IYGEC -- Contents -- About the Editors -- Shallow and Deep Foundation -- Parametric Influence on the Behavior of Skirted Foundation -- 1 Introduction -- 2 Modeling -- 2.1 Material Modeling -- 2.2 Model Geometry -- 3 Analysis and Results -- 4 Conclusions -- References -- Dynamic Analysis of Cantilever Sheet Pile Walls in Liquefiable Soil Using FLAC2D -- 1 Introduction
001445474 5058_ $$a2 Numerical Modeling of Sheet Pile -- 2.1 Input Seismic Motions -- 2.2 Validation of Present Study -- 3 Results and Discussion -- 4 Conclusion -- References -- Bearing Capacity of Strip Footing Over Rectangular Tunnel in Soft Clay -- 1 Introduction -- 2 Problem Definition -- 3 Finite Element Mesh, Domain and Stress Boundary Conditions -- 4 Analysis -- 5 Comparison and Results -- 5.1 Comparison -- 5.2 Results -- 5.3 Proximity of Stress State at a Point to Failure -- 6 Conclusion -- References -- Combined Effect of Vertical and Horizontal Loads on the Behavior of Pile Foundations in Layered Soils
001445474 5058_ $$a1 Introduction -- 2 Numerical Model -- 2.1 Validation -- 3 Analysis of Piles Subjected to Combined Loads -- 3.1 Lateral Response Due to Influence of Vertical Load -- 3.2 Variation of Deflection and Bending Moment (BM) -- 4 Summary and Conclusions -- References -- Behavior of Laterally Loaded Piles Using Finite Difference Method -- 1 Introduction -- 1.1 Finite Difference Method -- 2 Methodology -- 3 Results and Discussion -- 3.1 Case I -- 3.2 Case II -- 3.3 Case III -- 4 Conclusions -- References
001445474 5058_ $$aBearing Capacity of Strip Footing Placed on Reinforced Cohesionless Soil Slope Using Conic Programming -- 1 Introduction -- 2 Problem Domain and Mesh Details -- 3 Methodology -- 4 Results -- 4.1 Comparison -- 5 Failure Patterns -- 6 Conclusions -- References -- Optimizing the Bearing Capacity of Pile Foundation in Clay -- 1 Introduction -- 2 Problem Considered -- 3 Method of Analysis -- 4 Results and Discussions -- 5 Comparisons -- 6 Failure Patterns -- 7 Conclusions -- References -- Numerical Analysis of Soft Soil Reinforced with Geogrid Encased Stone Column -- 1 Introduction
001445474 5058_ $$a2 Geometry and Model Description -- 3 Outcomes and Discussion -- 3.1 Effect of Length of Encasement -- 3.2 Effect of Encasement Stiffness -- 4 Conclusion -- References -- Ground Improvement Technique -- Behaviour of Multi-layered Geocell-Reinforced Soil Embankment -- 1 Introduction -- 2 Modelling and Validation -- 2.1 Simulation of Composite Geocell-Soil Layer -- 2.2 Validation -- 3 Results and Analysis -- 4 Conclusions -- References -- Parametric Effect on Granular Columns: A Brief Review -- 1 Introduction -- 2 Parametric Studies -- 2.1 Physical Model Investigations -- 2.2 Theoretical Analysis
001445474 506__ $$aAccess limited to authorized users.
001445474 520__ $$aThis book comprises the select peer-reviewed papers presented at the 7th Indian Young Geotechnical Engineers Conference (7IYGEC 2019) held at the National Institute of Technology, Silchar. It covers recent research developments in geotechnical engineering particularly in the fields of shallow and deep foundations, rock mechanics, ground improvement techniques, geotechnical earthquake engineering, and characterization of soil. The book also discusses several computational techniques to model behavior of soil which can be useful for future research. A special emphasis is given on geo-environmental engineering for making the world cleaner and safer to live. Given the contents, the book will be beneficial for students, researchers, and professionals working in geotechnical engineering and allied areas.
001445474 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed March 31, 2022).
001445474 650_0 $$aGeotechnical engineering$$zIndia$$vCongresses.
001445474 650_6 $$aGéologie appliquée$$zInde$$vCongrès.
001445474 655_0 $$aElectronic books.
001445474 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772
001445474 7001_ $$aDey, Ashim Kanti.
001445474 7001_ $$aMandal, Jagat Jyoti.
001445474 7001_ $$aManna, Bappaditya.
001445474 77608 $$iPrint version:$$aDey, Ashim Kanti.$$tProceedings of the 7th Indian Young Geotechnical Engineers Conference.$$dSingapore : Springer Singapore Pte. Limited, ©2022$$z9789811664557
001445474 830_0 $$aLecture notes in civil engineering ;$$vv. 195.
001445474 852__ $$bebk
001445474 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-16-6456-4$$zOnline Access$$91397441.1
001445474 909CO $$ooai:library.usi.edu:1445474$$pGLOBAL_SET
001445474 980__ $$aBIB
001445474 980__ $$aEBOOK
001445474 982__ $$aEbook
001445474 983__ $$aOnline
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