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2016 | OriginalPaper | Chapter

10. Conclusions and Future Work

Authors : Yi Hong, Lizhong Wang

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

Publisher: Springer Berlin Heidelberg

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Abstract

Major objective of this research is to investigate ground deformation, soil-structure interaction and base instability of excavations in clay subjected to hydraulic uplift. Three methodologies, namely field monitoring, centrifuge modelling and finite element analysis, are adopted.

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previous chapter Numerical Parametric Study
Literature
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Metadata
Title
Conclusions and Future Work
Authors
Yi Hong
Lizhong Wang
Copyright Year
2016
Publisher
Springer Berlin Heidelberg
Book
Deformation and Failure Mechanism of Excavation in Clay Subjected to Hydraulic Uplift

Print ISBN: 978-3-662-46506-6

Electronic ISBN: 978-3-662-46507-3

Copyright Year: 2016

DOI
https://doi.org/10.1007/978-3-662-46507-3_10