001453442 000__ 05259cam\a2200601\a\4500
001453442 001__ 1453442
001453442 003__ OCoLC
001453442 005__ 20230314003351.0
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001453442 008__ 221210s2023\\\\si\\\\\\o\\\\\100\0\eng\d
001453442 019__ $$a1352419422
001453442 020__ $$a9789811963599$$q(electronic bk.)
001453442 020__ $$a9811963592$$q(electronic bk.)
001453442 020__ $$z9811963584
001453442 020__ $$z9789811963582
001453442 0247_ $$a10.1007/978-981-19-6359-9$$2doi
001453442 035__ $$aSP(OCoLC)1352971520
001453442 040__ $$aEBLCP$$beng$$cEBLCP$$dGW5XE$$dYDX$$dEBLCP$$dOCLCF$$dOCLCQ
001453442 049__ $$aISEA
001453442 050_4 $$aTA775
001453442 08204 $$a624.1/51$$223/eng/20221214
001453442 1112_ $$aIndian Geotechnical Conference$$d(2021 :$$cTiruchchirāppalli, India)
001453442 24510 $$aFoundation and forensic geotechnical engineering :$$bproceedings of the Indian Geotechnical Conference 2021.$$nVolume 2 /$$cKasinathan Muthukkumaran, C. N. V. Satyanarayana Reddy, Anil Joseph, S. Senthamilkumar, editors.
001453442 260__ $$aSingapore :$$bSpringer,$$c2023.
001453442 300__ $$a1 online resource (323 p.).
001453442 4901_ $$aLecture Notes in Civil Engineering ;$$vv. 295
001453442 500__ $$aDescription based upon print version of record.
001453442 500__ $$aTests on Contaminated Soil
001453442 504__ $$aReferences -- 3 The Ultimate Bearing Capacity of Ring Footing with Inclined Base -- Introduction -- Problem Definition -- FE Model -- Mesh Convergence Study -- Results and Discussion -- Comparison of Bearing Capacity of Ring Footing -- Bearing Capacity of Ring Footing with Inclined Base -- Conclusions -- References -- 4 Comparative Study of Geotechnical Design of Foundations as Per Indian Standards and Eurocode 7 -- Introduction -- Design Examples -- Design of Spread Foundation (Design by Calculation) -- Design of Spread Foundation on Rock -- Pile Design by Pile Load Tests
001453442 5050_ $$aIntro -- Preface -- Contents -- About the Editors -- 1 Analysis and Design of Foundation System for the Horizontal Solar Axis Tracker -- Introduction -- Geotechnical Investigation -- Analysis of Pile Foundations -- Theoretical Approaches -- Finite Element (FE) Analysis -- Results and Discussion -- Pile Geometry and Serviceability Criteria -- Seismic Analysis -- Conclusions -- References -- 2 Bidirectional and Conventional Static Load Test on Bored Piles in Soil: A Field Comparison -- Introduction -- General Geological Setting -- Methodology -- Results and Discussion -- Conclusion
001453442 5058_ $$a7 A Numerical Study of Performance of Large Piled Raft Foundation on Sand Under Vertical Loading -- Introduction -- Numerical Modeling -- Domain Size and Mesh Convergence -- Material Modeling -- Model Validation Study -- Results and Discussion -- Influence of L/d Ratio and s/d Ratio on the Behavior of Piled Flexible Raft Foundation -- Influence of Raft Thickness and s/d Ratio on Piled Raft Behavior -- Conclusions -- References -- 8 Effect of Compressibility on Bearing Pressure of Soft Ground -- Introduction -- Problem Description -- Finite Element Model -- Results -- Conclusions -- References
001453442 5058_ $$a9 Raft Foundation Analysis for a 135-m High-Rise Residential Tower in Noida -- Introduction -- Project Details -- Geotechnical Assessment -- Geological Setting -- Geotechnical Investigation -- Boreholes -- Pressuremeter Tests -- Cross-Hole Seismic Tests -- Design Profile -- Soil-Structure Interaction -- Structure Properties -- Results of Analysis -- Savings in Cost -- Concluding Remarks -- References -- 10 Model Study on Single Pile Subjected to Axial and Inclined Load Embedded in Contaminated Soil -- Introduction -- Experimental Investigation -- Foundation Medium -- Industrial Wastewater
001453442 506__ $$aAccess limited to authorized users.
001453442 520__ $$aAnd Conclusions -- References -- 5 Parametric Study of the Behavior of Large Piled Raft Foundation on Stiff Clay -- Introduction -- Numerical Modeling -- Meshing and Boundary Conditions -- Constitutive Modeling -- Model Validation -- Parametric Study -- Results and Discussion -- Effect of Pile Number -- Effect of Pile Spacing -- Effect of Pile Length -- Effect of Raft Thickness -- Conclusions -- References -- 6 Estimation of Shaft-Base Initial Stiffness and Ultimate Resistance of O-Cell Piles -- Introduction -- Statement of Problem -- Methodology -- Results -- Conclusion -- References
001453442 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed December 14, 2022).
001453442 650_0 $$aFoundations$$vCongresses.
001453442 650_0 $$aEarthwork$$vCongresses.
001453442 650_0 $$aGeotechnical engineering$$vCongresses.
001453442 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772
001453442 655_0 $$aElectronic books.
001453442 7001_ $$aMuthukkumaran, Kasinathan.
001453442 7001_ $$aReddy, C. N. V. Satyanarayana.
001453442 7001_ $$aJoseph, Anil.
001453442 7001_ $$aSenthamilkumar, S.
001453442 77608 $$iPrint version:$$aMuthukkumaran, Kasinathan$$tFoundation and Forensic Geotechnical Engineering$$dSingapore : Springer,c2023$$z9789811963582
001453442 830_0 $$aLecture notes in civil engineering ;$$vv. 295.
001453442 852__ $$bebk
001453442 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-6359-9$$zOnline Access$$91397441.1
001453442 909CO $$ooai:library.usi.edu:1453442$$pGLOBAL_SET
001453442 980__ $$aBIB
001453442 980__ $$aEBOOK
001453442 982__ $$aEbook
001453442 983__ $$aOnline
001453442 994__ $$a92$$bISE