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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