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Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift/ by Yi Hong, Lizhong Wang.
Author:	Hong, Yi.
other author:	Wang, Lizhong.
Published:	Berlin, Heidelberg :Springer Berlin Heidelberg : : 2016.,
Description:	xiv, 156 p. :ill. (some col.), digital ; : 24 cm.;
Contained By:	Springer eBooks
Subject:	Engineering. -
Online resource:	http://dx.doi.org/10.1007/978-3-662-46507-3
ISBN:	9783662465073

Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift
Hong, Yi.

Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift[electronic resource] /by Yi Hong, Lizhong Wang. - Berlin, Heidelberg :Springer Berlin Heidelberg :2016. - xiv, 156 p. :ill. (some col.), digital ;24 cm. - Advanced topics in science and technology in China,1995-6819. - Advanced topics in science and technology in China..

Introduction -- 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.

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: 9783662465073

Standard No.: 10.1007/978-3-662-46507-3doiSubjects--Topical Terms:

561152
Engineering.

LC Class. No.: TA705

Dewey Class. No.: 624.15

Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift
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505 0 $a Introduction -- 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.
520 $a 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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