An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays

This paper proposes a rigorous undrained solution for cylindrical cavity expansion problems in K0-consolidated clays, adopting a simple non-associated and anisotropic model, SANICLAY. The cavity expansion theory is well extended to consider non-associativity, K0-consolidation and stress-induced anis...

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Bibliographic Details

Published in:	Journal of Rock Mechanics and Geotechnical Engineering
Main Authors:	Haohua Chen, Pin-Qiang Mo
Format:	Article
Language:	English
Published:	Elsevier 2022-06-01
Subjects:	Undrained cavity expansion SANICLAY K0-consolidation Anisotropy
Online Access:	http://www.sciencedirect.com/science/article/pii/S167477552200004X