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

• Κύριοι συγγραφείς: Hong, Yi (Συγγραφέας), Wang, Lizhong (Συγγραφέας)
• Συγγραφή απο Οργανισμό/Αρχή: SpringerLink (Online service)
• Μορφή: Ηλεκτρονική πηγή Ηλ. βιβλίο
• Γλώσσα: English
• Έκδοση: Berlin, Heidelberg : Springer Berlin Heidelberg : Imprint: Springer, 2016.
• Σειρά: Advanced Topics in Science and Technology in China,
• Θέματα: Engineering.; Geotechnical engineering.; Numerical analysis.; Engineering geology.; Engineering > Geology.; Foundations.; Hydraulics.; Geoengineering, Foundations, Hydraulics.; Geotechnical Engineering & Applied Earth Sciences.; Numerical Analysis.
• Φυσική περιγραφή: XIV, 156 p. 82 illus., 42 illus. in color. online resource.
• ISBN: 9783662465073
• ISSN: 1995-6819

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.