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010   $a3-662-46507-8
024 7 $a10.1007/978-3-662-46507-3
035   $a(CKB)3710000000526935
035   $a(EBL)4182840
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035   $a(PQKBTitleCode)TC0001597207
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035   $a(DE-He213)978-3-662-46507-3
035   $a(MiAaPQ)EBC4182840
035   $a(PPN)19088651X
035   $a(EXLCZ)993710000000526935
100   $a20151201d2016      u|         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aDeformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift /$fby Yi Hong, Lizhong Wang
205   $a1st ed. 2016.
210  1$aBerlin, Heidelberg :$cSpringer Berlin Heidelberg :$cImprint: Springer,$d2016.
215   $a1 online resource (162 p.)
225 1 $aAdvanced Topics in Science and Technology in China,$x1995-6819
300   $aDescription based upon print version of record.
311   $a3-662-46506-X 
320   $aIncludes bibliographical references at the end of each chapters and index.
327   $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.
330   $aThis book presents the latest experimental and numerical analysis work in the field of ground deformation and base instability of deep excavations in soft clay subjected to hydraulic uplift. The authors? latest research findings, based on dimensional analyses, well-instrumented full-scale field tests, systematic coupled-consolidation finite element analyses and centrifuge tests are reported. This book shows how to systematically approach a complex geotechnical problem, from identifying existing problems, reviewing literature, to dimensional and numerical analyses, validation through full-scale testing and centrifuge model testing. The methodologies are also introduced as major tools adopted in geotechnical research.
410  0$aAdvanced Topics in Science and Technology in China,$x1995-6819
606   $aEngineering geology
606   $aEngineering?Geology
606   $aFoundations
606   $aHydraulics
606   $aGeotechnical engineering
606   $aNumerical analysis
606   $aGeoengineering, Foundations, Hydraulics$3https://scigraph.springernature.com/ontologies/product-market-codes/T23020
606   $aGeotechnical Engineering & Applied Earth Sciences$3https://scigraph.springernature.com/ontologies/product-market-codes/G37010
606   $aNumerical Analysis$3https://scigraph.springernature.com/ontologies/product-market-codes/M14050
615  0$aEngineering geology.
615  0$aEngineering?Geology.
615  0$aFoundations.
615  0$aHydraulics.
615  0$aGeotechnical engineering.
615  0$aNumerical analysis.
615 14$aGeoengineering, Foundations, Hydraulics.
615 24$aGeotechnical Engineering & Applied Earth Sciences.
615 24$aNumerical Analysis.
676   $a624.151363
700   $aHong$b Yi$4aut$4http://id.loc.gov/vocabulary/relators/aut$01062436
702   $aWang$b Lizhong$4aut$4http://id.loc.gov/vocabulary/relators/aut
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910254193503321
996   $aDeformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift$92525659
997   $aUNINA