ENGLISH

Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift

Book information

Publisher
Springer-Verlag Berlin Heidelberg
Year
2016
ISBN
978-3-662-46506-6, 978-3-662-46507-3
DOI
10.1007/978-3-662-46507-3
Language
english
Format
PDF
Filesize
6 MB (6781786 bytes)
Series
Advanced Topics in Science and Technology in China
Edition
1
Pages
XIV, 156\162
Time added
2016-03-14 21:35:01

Description

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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