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024 7 $a10.1007/978-3-662-49663-3
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035   $a(EBL)4454233
035   $a(OCoLC)945198360
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035   $a(PQKBTitleCode)TC0001654157
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035   $a(DE-He213)978-3-662-49663-3
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035   $a(PPN)192773089
035   $a(EXLCZ)993710000000616470
100   $a20160317d2016      u|         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aSingle Piles in Liquefiable Ground $eSeismic Response and Numerical Analysis Methods /$fby Rui Wang
205   $a1st ed. 2016.
210  1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer,$d2016.
215   $a1 online resource (131 p.)
225 1 $aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
300   $aDescription based upon print version of record.
311   $a3-662-49661-5 
320   $aIncludes bibliographical references.
327   $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.
330   $aThis thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method for piles in liquefiable ground was developed. Through a combination of case analysis, centrifuge shaking table experiments and numerical simulations using the proposed methods, the seismic response patterns of single piles in liquefiable ground were revealed, including: basic force-resistance mode, kinematic and inertial interaction coupling mechanism and major influence factors. A beam on nonlinear Winkler foundation (BNWF) solution and a modified neutral plane solution were developed and validated against centrifuge experiments for piles in consolidating and reconsolidating ground. The axial pile force and settlement during post-earthquake reconsolidation was studied, showing pile axial force to be irrelevant of the reconsolidation process while settlement to be process dependent.
410  0$aSpringer Theses, Recognizing Outstanding Ph.D. Research,$x2190-5053
606   $aGeotechnical engineering
606   $aEngineering geology
606   $aEngineering?Geology
606   $aFoundations
606   $aHydraulics
606   $aMechanics
606   $aMechanics, Applied
606   $aGeotechnical Engineering & Applied Earth Sciences$3https://scigraph.springernature.com/ontologies/product-market-codes/G37010
606   $aGeoengineering, Foundations, Hydraulics$3https://scigraph.springernature.com/ontologies/product-market-codes/T23020
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
615  0$aGeotechnical engineering.
615  0$aEngineering geology.
615  0$aEngineering?Geology.
615  0$aFoundations.
615  0$aHydraulics.
615  0$aMechanics.
615  0$aMechanics, Applied.
615 14$aGeotechnical Engineering & Applied Earth Sciences.
615 24$aGeoengineering, Foundations, Hydraulics.
615 24$aSolid Mechanics.
676   $a550
700   $aWang$b Rui$4aut$4http://id.loc.gov/vocabulary/relators/aut$0901518
906   $aBOOK
912   $a9910254100403321
996   $aSingle Piles in Liquefiable Ground$92517143
997   $aUNINA