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000754284 020__ $$a9783662496633$$q(electronic book)
000754284 020__ $$a3662496631$$q(electronic book)
000754284 020__ $$z9783662496619
000754284 0247_ $$a10.1007/978-3-662-49663-3$$2doi
000754284 035__ $$aSP(OCoLC)ocn945198360
000754284 035__ $$aSP(OCoLC)945198360
000754284 040__ $$aN$T$$beng$$erda$$epn$$cN$T$$dGW5XE$$dN$T$$dYDXCP$$dIDEBK$$dEBLCP$$dAZU$$dOCLCF$$dCOO
000754284 049__ $$aISEA
000754284 050_4 $$aTA780
000754284 08204 $$a624.1/54$$223
000754284 1001_ $$aWang, Rui,$$eauthor.
000754284 24510 $$aSingle piles in liquefiable ground$$h[electronic resource] :$$bseismic response and numerical analysis methods /$$cRui Wang.
000754284 264_1 $$a[Place of publication not identified] :$$bSpringer,$$c2016.
000754284 300__ $$a1 online resource (xvii, 119 pages) :$$billustrations.
000754284 336__ $$atext$$btxt$$2rdacontent
000754284 337__ $$acomputer$$bc$$2rdamedia
000754284 338__ $$aonline resource$$bcr$$2rdacarrier
000754284 4901_ $$aSpringer theses
000754284 5050_ $$aIntroduction -- Unified plasticity model for large post-liquefaction shear deformation of sand and its numerical implementation -- Seismic response analysis of single piles in liquefiable ground -- Downdrag analysis of single piles in post-liquefaction reconsolidating ground -- Conclusions.
000754284 506__ $$aAccess limited to authorized users.
000754284 520__ $$aThis thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.
000754284 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed March 22, 2016).
000754284 650_0 $$aPiling (Civil engineering)
000754284 650_0 $$aSoil liquefaction.
000754284 77608 $$iPrint version:$$z9783662496619
000754284 830_0 $$aSpringer theses.
000754284 852__ $$bebk
000754284 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-662-49663-3$$zOnline Access$$91397441.1
000754284 909CO $$ooai:library.usi.edu:754284$$pGLOBAL_SET
000754284 980__ $$aEBOOK
000754284 980__ $$aBIB
000754284 982__ $$aEbook
000754284 983__ $$aOnline
000754284 994__ $$a92$$bISE