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

  • Yi Hong
  • Lizhong Wang

Part of the Advanced Topics in Science and Technology in China book series (ATSTC)

Table of contents

  1. Front Matter
    Pages i-xiv
  2. Yi Hong, Lizhong Wang
    Pages 1-4
  3. Yi Hong, Lizhong Wang
    Pages 5-20
  4. Yi Hong, Lizhong Wang
    Pages 127-143
  5. Yi Hong, Lizhong Wang
    Pages 145-153
  6. Back Matter
    Pages 155-156

About this book

Introduction

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.

Keywords

Base Instability Centrifuge Modelling Deep Excavation Ground Deformation Hydraulic Uplift Numerical Analysis Soft Clay

Authors and affiliations

  • Yi Hong
    • 1
  • Lizhong Wang
    • 2
  1. 1.College of Civil Engineering and Arch.Zhejiang UniversityHangzhouChina
  2. 2.College of Civil Engineering and Arch.Zhejiang UniversityHangzhouChina

Bibliographic information

  • DOI https://doi.org/10.1007/978-3-662-46507-3
  • Copyright Information Zhejiang University Press, Hangzhou and Springer-Verlag Berlin Heidelberg 2016
  • Publisher Name Springer, Berlin, Heidelberg
  • eBook Packages Engineering
  • Print ISBN 978-3-662-46506-6
  • Online ISBN 978-3-662-46507-3
  • Series Print ISSN 1995-6819
  • Series Online ISSN 1995-6827
  • Buy this book on publisher's site