001453518 000__ 05858cam\a2200649\i\4500 001453518 001__ 1453518 001453518 003__ OCoLC 001453518 005__ 20230314003430.0 001453518 006__ m\\\\\o\\d\\\\\\\\ 001453518 007__ cr\cn\nnnunnun 001453518 008__ 221209s2023\\\\si\a\\\\o\\\\\100\0\eng\d 001453518 019__ $$a1354207301 001453518 020__ $$a9789811967276$$q(electronic bk.) 001453518 020__ $$a981196727X$$q(electronic bk.) 001453518 020__ $$z9789811967269 001453518 020__ $$z9811967261 001453518 0247_ $$a10.1007/978-981-19-6727-6$$2doi 001453518 035__ $$aSP(OCoLC)1353836647 001453518 040__ $$aYDX$$beng$$erda$$epn$$cYDX$$dGW5XE$$dEBLCP$$dOCLCQ$$dINU 001453518 049__ $$aISEA 001453518 050_4 $$aTA703.5 001453518 08204 $$a624.1/51$$223/eng/20221229 001453518 1112_ $$aIndian Geotechnical Conference$$d(2021 :$$cTiruchchirāppalli, India) 001453518 24510 $$aGround improvement techniques :$$bproceedings of the Indian Geotechnical Conference 2021.$$nVolume 3 /$$cKasinathan Muthukkumaran, Rajesh Sathiyamoorthy, Arif Ali Baig Moghal, S.P. Jeyapriya, editors. 001453518 264_1 $$aSingapore :$$bSpringer,$$c[2023] 001453518 264_4 $$c©2023 001453518 300__ $$a1 online resource (xiii, 393 pages) :$$billustrations (chiefly color). 001453518 336__ $$atext$$btxt$$2rdacontent 001453518 337__ $$acomputer$$bc$$2rdamedia 001453518 338__ $$aonline resource$$bcr$$2rdacarrier 001453518 4901_ $$aLecture notes in civil engineering ;$$vvolume 297 001453518 500__ $$aSelected conference proceedings. 001453518 5050_ $$aIntro -- Preface -- Contents -- About the Editors -- 1 Enhancement of Soil Properties by Using Red Mud and Lime -- Introduction -- Materials and Research Methodology -- Soil -- Red Mud -- Lime -- Sample Preparation -- Results and Discussion -- Compaction Characteristics -- Uniaxial Compression Test -- California Bearing Ratio (CBR) -- Shear Strength Parameters -- Analysis of EDS -- Conclusion -- References -- 2 Ground Improvement for Open Foundation on Soft Clays Using Stone Columns and PVD Drains for Retaining Walls and Approaches of a Cable Stayed ROB -- Introduction 001453518 5058_ $$aSub-Soil Characteristics -- Recommendations Within Soil Investigation Report -- Safe Bearing Capacity of Ground -- Expected Loading and Expected Pressure on the Ground -- Ground Improvement Techniques -- Design of Ground Improvement Using Stone Columns for Retaining Walls -- Design of Ground Improvement Using PVDS -- Conclusion -- References -- 3 State of the Art on the Extent of Smear Zone and Variation of Permeability During the Installation of Drain in Clayey Soil -- Introduction -- Smear Effect -- Theoretical Studies on the Extent of Smear Zone and Permeability Ratio 001453518 5058_ $$aExperimental Studies on the Extent of Smear Zone and Permeability Ratio -- Analytical and Numerical Studies on the Extent of Smear Zone and Permeability Ratio -- Field Studies on the Extent of Smear Zone and Permeability Ratio -- Conclusion -- References -- 4 State-Of-The-Art Review on Improvement of Strength Characteristics of Soil Using Nano Silica -- Introduction -- Plasticity Characteristics of Composite Materials -- Compaction Characteristics of Composite Materials -- Strength Characteristics of Composite Materials -- Hydraulic Conductivity of Composite Materials 001453518 5058_ $$aInteraction Mechanism of Nano Silica in Soil -- Conclusions -- References -- 5 Influence of Aquaculture Sludge on Volume Change Behavior of Expansive Clays -- Introduction -- Materials and Experimental Procedure -- Results and Discussion -- Effect of Aquaculture Waste Sludge on Swell-Shrink Behavior of Clays -- Effect of Aquaculture Waste Sludge on Clay Structure -- Conclusions -- References -- 6 Densification of Fly Ash Deposits Equipped with Rammed Stone Column-A Case Study -- Introduction -- Geotechnical Conditions -- Foundation Consideration Based upon Field Test Results 001453518 5058_ $$aField Load Test on 900-mm Stone Column for Open Foundation -- Field Load Test on 600-mm-dia. Stone Column for Pile Foundation -- Conclusion -- 7 Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays-A Case Study -- Introduction -- Project Details -- Soil Investigation -- Ground Improvement Features -- Selection of Technique -- Component of Ground Improvement -- Design Parameters -- Analysis Steps -- Consolidation Time Calculation -- Surcharge Height Calculation -- Increase in Cohesion Value -- Combined Degree of Consolidation -- Settlement Computations 001453518 506__ $$aAccess limited to authorized users. 001453518 520__ $$aThis book comprises the select peer-reviewed proceedings of the Indian Geotechnical Conference (IGC) 2021. The contents focus on Geotechnics for Infrastructure Development and Innovative Applications. The book covers topics related to ground improvement techniques, like stone columns, PVD, granular pile anchors, soil stabilization methods, like fly ash & chemicals, effect of biopolymer inclusion, innovative material for soil and ground improvement, among others. This volume will be of interest to those in academia and industry. 001453518 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed December 29, 2022). 001453518 650_0 $$aGeotechnical engineering$$vCongresses. 001453518 650_0 $$aSoil stabilization$$vCongresses. 001453518 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772 001453518 655_7 $$aConference papers and proceedings.$$2lcgft 001453518 655_0 $$aElectronic books. 001453518 7001_ $$aMuthukkumaran, Kasinathan,$$eeditor. 001453518 7001_ $$aSathiyamoorthy, Rajesh,$$eeditor. 001453518 7001_ $$aMoghal, Arif Ali Baig,$$eeditor. 001453518 7001_ $$aJeyapriya, S. P.,$$eeditor. 001453518 77608 $$iPrint version: $$z9811967261$$z9789811967269$$w(OCoLC)1342491717 001453518 830_0 $$aLecture notes in civil engineering ;$$vv. 297. 001453518 852__ $$bebk 001453518 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-6727-6$$zOnline Access$$91397441.1 001453518 909CO $$ooai:library.usi.edu:1453518$$pGLOBAL_SET 001453518 980__ $$aBIB 001453518 980__ $$aEBOOK 001453518 982__ $$aEbook 001453518 983__ $$aOnline 001453518 994__ $$a92$$bISE