國立虎尾科技大學 |

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

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Deformation and failure mechanism of excavation in clay subjected to hydraulic uplift/ by Yi Hong, Lizhong Wang.
作者:	Hong, Yi.
其他作者:	Wang, Lizhong.
出版者:	Berlin, Heidelberg :Springer Berlin Heidelberg : : 2016.,
面頁冊數:	xiv, 156 p. :ill. (some col.), digital ; : 24 cm.;
Contained By:	Springer eBooks
標題:	Engineering. -
電子資源:	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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