000753568 000__ 03184cam\a2200565Mi\4500 000753568 001__ 753568 000753568 005__ 20230306141604.0 000753568 006__ m\\\\\o\\d\\\\\\\\ 000753568 007__ cr\nn\nnnunnun 000753568 008__ 151201s2016\\\\gw\a\\\\od\\\\000\0\eng\d 000753568 019__ $$a931807144 000753568 020__ $$a9783662465073$$q(electronic book) 000753568 020__ $$a3662465078$$q(electronic book) 000753568 020__ $$z9783662465066 000753568 020__ $$z366246506X 000753568 0247_ $$a10.1007/978-3-662-46507-3$$2doi 000753568 035__ $$aSP(OCoLC)ocn936353072 000753568 035__ $$aSP(OCoLC)936353072$$z(OCoLC)931807144 000753568 040__ $$aNUI$$beng$$cNUI$$dOCLCO$$dYDXCP$$dCOO$$dGW5XE$$dOCLCF$$dN$T$$dIDEBK$$dEBLCP$$dDEBSZ 000753568 049__ $$aISEA 000753568 050_4 $$aTA705 000753568 050_4 $$aTA703-705.4 000753568 050_4 $$aTA775-787 000753568 050_4 $$aTC1-1800 000753568 08204 $$a624.15$$223 000753568 1001_ $$aHong, Yi.$$eauthor. 000753568 24510 $$aDeformation and failure mechanism of excavation in clay subjected to hydraulic uplift$$h[electronic resource] /$$cYi Hong, Lizhong Wang. 000753568 264_1 $$aBerlin :$$bSpringer,$$c2016. 000753568 300__ $$a1 online resource (xiv, 156 pages) :$$billustrations. 000753568 336__ $$atext$$btxt$$2rdacontent 000753568 337__ $$acomputer$$bc$$2rdamedia 000753568 338__ $$aonline resource$$bcr$$2rdacarrier 000753568 347__ $$atext file$$bPDF$$2rda 000753568 4901_ $$aAdvanced Topics in Science and Technology in China,$$x1995-6819 000753568 5050_ $$aIntroduction -- Literature Review -- Field Investigation of a Multi-propped Excavation in Soft Clay -- Numerical Analyses of the Multi-propped Excavation in Soft Clay -- Dimensional Analysis of Excavation in Clay Subjected to Hydraulic Uplift -- Centrifuge Modelling of a Multi-propped Excavation in Clay Destabilised by Hydraulic Uplift -- Finite Element Analyses: Back-analysis and Parametric Study -- Interpretations of Measured and Back-analysed Results of Centrifuge Tests -- Numerical Parametric Study -- Conclusions and Future Work. 000753568 506__ $$aAccess limited to authorized users. 000753568 520__ $$aThis book presents the latest experimental and numerical analysis work in the field of ground deformation and base instability of deep excavations in soft clay subjected to hydraulic uplift. The authors? latest research findings, based on dimensional analyses, well-instrumented full-scale field tests, systematic coupled-consolidation finite element analyses and centrifuge tests are reported. This book shows how to systematically approach a complex geotechnical problem, from identifying existing problems, reviewing literature, to dimensional and numerical analyses, validation through full-scale testing and centrifuge model testing. The methodologies are also introduced as major tools adopted in geotechnical research. 000753568 650_0 $$aEngineering. 000753568 650_0 $$aGeotechnical engineering. 000753568 650_0 $$aNumerical analysis. 000753568 650_0 $$aEngineering geology. 000753568 650_0 $$aFoundations. 000753568 650_0 $$aHydraulics. 000753568 7001_ $$aWang, Lizhong.$$eauthor. 000753568 77608 $$iPrint version:$$z9783662465066 000753568 830_0 $$aAdvanced topics in science and technology in China. 000753568 852__ $$bebk 000753568 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-662-46507-3$$zOnline Access$$91397441.1 000753568 909CO $$ooai:library.usi.edu:753568$$pGLOBAL_SET 000753568 980__ $$aEBOOK 000753568 980__ $$aBIB 000753568 982__ $$aEbook 000753568 983__ $$aOnline 000753568 994__ $$a92$$bISE