001443924 000__ 03811cam\a2200649Ii\4500 001443924 001__ 1443924 001443924 003__ OCoLC 001443924 005__ 20230310003609.0 001443924 006__ m\\\\\o\\d\\\\\\\\ 001443924 007__ cr\un\nnnunnun 001443924 008__ 220126s2022\\\\si\a\\\\o\\\\\100\0\eng\d 001443924 019__ $$a1293844799$$a1293893349$$a1294146573$$a1296665878 001443924 020__ $$a9789811656057$$q(electronic bk.) 001443924 020__ $$a9811656053$$q(electronic bk.) 001443924 020__ $$z9789811656040 001443924 020__ $$z9811656045 001443924 0247_ $$a10.1007/978-981-16-5605-7$$2doi 001443924 035__ $$aSP(OCoLC)1293775167 001443924 040__ $$aYDX$$beng$$erda$$epn$$cYDX$$dGW5XE$$dEBLCP$$dDKU$$dOCLCO$$dOCLCF$$dOCLCO$$dUKAHL$$dOCLCQ 001443924 049__ $$aISEA 001443924 050_4 $$aTA711.A1$$bI53 2020 001443924 08204 $$a624.1/5136$$223 001443924 1112_ $$aIndian Geotechnical Conference$$d(2020) 001443924 24510 $$aDynamics of soil and modelling of geotechnical problems :$$bproceedings of Indian Geotechnical Conference 2020.$$nVolume 5 /$$cC.N.V. Satyanarayana Reddy, A. Murali Krishna, Neelima Satyam, editors. 001443924 24630 $$aIndian Geotechnical Conference 2020 001443924 264_1 $$aSingapore :$$bSpringer,$$c[2022] 001443924 264_4 $$c©2022 001443924 300__ $$a1 online resource :$$billustrations (chiefly color). 001443924 336__ $$atext$$btxt$$2rdacontent 001443924 337__ $$acomputer$$bc$$2rdamedia 001443924 338__ $$aonline resource$$bcr$$2rdacarrier 001443924 347__ $$atext file$$bPDF$$2rda 001443924 4901_ $$aLecture notes in civil engineering,$$x2366-2565 ;$$vvolume 186 001443924 500__ $$aConference proceedings. 001443924 5050_ $$aForensic Analysis of Retaining Wall Failure -- Numerical Analysis of Laterally Loaded Pile near Sloping Ground -- Optimization of Piled Raft on Sand for Plaza-Type Structures -- Numerical Analysis of Ring Foundation Fixed with Geogrid -- Parametric Study of Stone Column using PLAXIS 2D -- Effect of EPS Geofoam on Lateral Earth Pressure Reduction - A Numerical Study -- Seismic Performance of Open Ground Floor Tall Buildings on Flexible Ground -- Impact of Vibrations on a High Rise RCC Structure due to Blast Induced Demolition of Adjacent Building. 001443924 506__ $$aAccess limited to authorized users. 001443924 520__ $$aThis book provides information on the latest technological developments taking place in Geotechnical engineering, pertaining to Soil Dynamics and Modelling of Geotechnical Problems. The book is useful for the academicians and working professionals with coverage of both theoretical and practical aspects of Dynamics of Soil and Modelling studies on Geotechnical problems based on research findings and site specific inputs. The book serves as a useful reference resource for graduate and postgraduate students of civil engineering and contents of the book are helpful to the postgraduate students and research scholars in carrying out the research. 001443924 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed February 3, 2022). 001443924 650_0 $$aSoil dynamics$$vCongresses. 001443924 650_0 $$aGeotechnical engineering$$xMathematical models$$vCongresses. 001443924 650_6 $$aSols$$xDynamique$$vCongrès. 001443924 650_6 $$aGéologie appliquée$$xModèles mathématiques$$vCongrès. 001443924 655_7 $$aConference papers and proceedings.$$2fast$$0(OCoLC)fst01423772 001443924 655_7 $$aConference papers and proceedings.$$2lcgft 001443924 655_7 $$aActes de congrès.$$2rvmgf 001443924 655_0 $$aElectronic books. 001443924 7001_ $$aReddy, C. N. V. Satyanarayana,$$eeditor. 001443924 7001_ $$aKrishna, A. Murali,$$eeditor. 001443924 7001_ $$aSatyam, Neelima,$$eeditor. 001443924 77608 $$iPrint version: $$z9811656045$$z9789811656040$$w(OCoLC)1261362275 001443924 830_0 $$aLecture notes in civil engineering ;$$vv. 186.$$x2366-2565 001443924 852__ $$bebk 001443924 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-16-5605-7$$zOnline Access$$91397441.1 001443924 909CO $$ooai:library.usi.edu:1443924$$pGLOBAL_SET 001443924 980__ $$aBIB 001443924 980__ $$aEBOOK 001443924 982__ $$aEbook 001443924 983__ $$aOnline 001443924 994__ $$a92$$bISE