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

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...

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Detaylı Bibliyografya
Asıl Yazarlar: Hong, Yi (Yazar), Wang, Lizhong (Yazar)
Müşterek Yazar: SpringerLink (Online service)
Materyal Türü: e-Kitap
Dil:İngilizce
Baskı/Yayın Bilgisi: Berlin, Heidelberg : Springer Berlin Heidelberg : 2016.
Imprint: Springer,
Edisyon:1st ed. 2016.
Seri Bilgileri:Advanced Topics in Science and Technology in China,
Konular:
Online Erişim:Full-text access
Diğer Bilgiler
Özet: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.
Fiziksel Özellikler:XIV, 156 p. 82 illus., 42 illus. in color. online resource.
ISBN:9783662465073
ISSN:1995-6827
DOI:10.1007/978-3-662-46507-3