A unified critical state model for geomaterials with an application to tunnelling

Yu, HS, Zhuang, P orcid.org/0000-0002-7377-7297 and Mo, PQ (2018) A unified critical state model for geomaterials with an application to tunnelling. Journal of Rock Mechanics and Geotechnical Engineering. ISSN 1674-7755

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2018 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences This is an open access article under the terms of the Creative Commons Attribution License, CC BY-NC-ND 4.0
Keywords: critical state soil mechanics; constitutive models; cavity contraction; tunnelling in soil
Dates:
  • Accepted: 5 September 2018
  • Published (online): 13 December 2018
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 20 Dec 2018 11:56
Last Modified: 18 Feb 2019 12:06
Status: Published online
Publisher: Chinese Academy of Sciences
Identification Number: https://doi.org/10.1016/j.jrmge.2018.09.004

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