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  • © 2016

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

Authors:

  • Provides the first monograph on base instability of excavation in soft clay subjected to hydraulic uplift
  • Reviews the latest theoretical and experimental work of the author and the society
  • Proposes simplified calculation methods for practical applications in geotechnical engineering
  • Includes supplementary material: sn.pub/extras

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

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Table of contents (10 chapters)

  1. Front Matter

    Pages i-xiv
  2. Introduction

    • Yi Hong, Lizhong Wang
    Pages 1-4
  3. Literature Review

    • Yi Hong, Lizhong Wang
    Pages 5-20
  4. Numerical Parametric Study

    • Yi Hong, Lizhong Wang
    Pages 127-143
  5. Conclusions and Future Work

    • Yi Hong, Lizhong Wang
    Pages 145-153
  6. Back Matter

    Pages 155-156

About this book

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.

Authors and Affiliations

  • College of Civil Engineering and Arch., Zhejiang University, Hangzhou, China

    Yi Hong, Lizhong Wang

About the authors

1st Author (Yi Hong)
Dr. Hong is a lecturer in the College of Civil Engineering and Architecture in Zhejiang University, China. Dr. Hong, who obtained his Ph.D. from the Hong Kong University of Science and Technology in 2012, has published 12 Journal papers (including papers being accepted for publication), most of which in the Top 4 international journals in Geotechnical Engineering. He is also co-author of two keynote papers at two major international conferences. His major research interests focus on soil-structure engineering of deep excavations, tunnels and piles. He is an invited reviewer of two leading international journals in Geotechnical Engineering, i.e., Journal of Geotechnical and Geo-environmental Engineering (ASCE) and Canadian Geotechnical Journal.

2nd Author (Lizhong Wang)
Prof. Wang is a Chair Professor and Dean of the College of Civil Engineering and Architecture in Zhejiang University, China. His major research areas focus on soil-structure engineering, constitutive modelling of soft clay and offshore engineering. He has published more than 30 journal papers in leading international journals in Geotechnical Engineering and Offshore Engineering. He has also delivered numerous keynote speeches and general reports at various major international conferences and symposia.
He is a recipient of several academic awards in recognition of his significant contributions in geotechnical and offshore engineering, including the Distinguished Young Scholar Award of the National Science Foundation of China, the First Class Award in Scientific and Technological Progress of the Ministry of Education in China and Mao Yisheng Youth Award from the Chinese Institute of Soil Mechanics and Geotechnical Engineering.

Bibliographic Information

Buy it now

Buying options

eBook USD 39.99
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book USD 54.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book USD 54.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Other ways to access