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Study of Slope Stability (Open Pit Mining, Algeria) Read chapter Read first chapter

2018 | OriginalPaper | Chapter

Analysis of Cylindrical Cavity Expansion in Modified Cam Clay with \( Ko \) Consolidation

Authors : Vincenzo Silvestri, Claudette Tabib

Published in: Soil Testing, Soil Stability and Ground Improvement

Publisher: Springer International Publishing

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Abstract

This paper presents explicit expressions for the principal effective stresses generated around a cylindrical cavity expanded in plane strain and undrained conditions in Modified Cam Clay. The assumption made in the present analysis is that Poisson’s ratio v′ remains constant throughout the shearing process. Theoretical expressions are applied to the simulation of a cylindrical cavity expansion test in Ko normally consolidated remoulded Boston Blue Clay modelled as Modified Cam Clay. The results, which are compared to those obtained by assuming that the shear modulus \( G^{{\prime }} \) remains constant, show that the two approaches are quite similar.

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Appendix
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Metadata
Title
Analysis of Cylindrical Cavity Expansion in Modified Cam Clay with Consolidation
Authors
Vincenzo Silvestri
Claudette Tabib
Copyright Year
2018
Book
Soil Testing, Soil Stability and Ground Improvement

Print ISBN: 978-3-319-61901-9

Electronic ISBN: 978-3-319-61902-6

Copyright Year: 2018

DOI
https://doi.org/10.1007/978-3-319-61902-6_23