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书名: Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift
作者: Yi Hong, Lizhong Wang.
分册号:
分册名:
出版地: Hangzhou :
 
出版社: Zhejiang University Press
出版时间: 2016.
页数: ii, iii, ii, 152 pages :
开本: 25 cm.
丛书名:
中图分类号:
科图分类号:
其他分类号: H31:P642
主题词:
电子资源:
000 02652cam a2200409 i 4500
001 E1761709900
003 CAL
005 20171008171043.47
008 151201s2016 cc a b 001 0 eng d
020    @a978-7-308-16091-9 :@cCNY89.00@qSpringer
020    @a9787308160919@qZhejiang
035    @aCAL 022017059895
040    @aTJU@beng@cTJU@dJLU@erda
093    @aP642.13@25
093    @aH31:P642
099    @dH31:P642@e1
100 1  @aHong, Yi@9(洪义),@eauthor.
245 10 @aDeformation and failure mechanism of excavation in clay subjected to hydraulic uplift / @cYi Hong, Lizhong Wang.
246 14 @a富含承压水或浅层气软土地层中深开挖诱发的变形及突涌灾变机理研究
260    @aHangzhou :@bZhejiang University Press ;@aBerlin :@bSpringer,@c2016.
300    @aii, iii, ii, 152 pages :@billustrations (some color) ;@c25 cm.
336    @atext@btxt@2rdacontent
337    @aUnmediated@bc@2rdamedia
338    @avolume@bcr@2rdacarrier
490 0  @aAdvanced Topics in Science and Technology in China
504    @aIncludes bibliographical references and index.
505 0  @aIntroduction -- Literature Review -- Field Investigation of a Multi-propped Excavation in Soft Clay -- Numerical Analyses of the Multi-propped Excavation in@aSoft 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.
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.
650  0 @aGeotechnical engineering.
650  0 @aEngineering geology.
650  0 @aFoundations.
650  0 @aHydraulics.
650  0 @aEngineering.
650  0 @aNumerical analysis.
650  0 @aClay.
650 0  @a英语
700 1  @aWang, Lizhong@9(王立忠),@eauthor.
    
    Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift / / Yi Hong, Lizhong Wang.-Hangzhou : : Zhejiang University Press ; ; Berlin : : Springer, , 2016.
    ii, iii, ii, 152 pages : : illustrations (some color) ; ; 25 cm.- (Advanced Topics in Science and Technology in China)
    Includes bibliographical references and index.-Introduction -- Literature Review -- Field Investigation of a Multi-propped Excavation in Soft Clay -- Numerical Analyses of the Multi-propped Excavation in.-This 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.
    
    ISBN 978-7-308-16091-9 :CNY89.00
    This 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.
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