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

Yu, HS orcid.org/0000-0003-3330-1531, Zhuang, P orcid.org/0000-0002-7377-7297 and Mo, PQ (2019) A unified critical state model for geomaterials with an application to tunnelling. Journal of Rock Mechanics and Geotechnical Engineering, 11 (3). pp. 464-480. ISSN 1674-7755

Abstract

Metadata

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-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) (https://creativecommons.org/licenses/by-nc-nd/4.0/)
Keywords: critical state soil mechanics; constitutive models; cavity contraction; tunnelling in soil
Dates:
  • Published: June 2019
  • 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: 21 Jun 2019 10:41
Status: Published
Publisher: Chinese Academy of Sciences
Identification Number: https://doi.org/10.1016/j.jrmge.2018.09.004

Share / Export

Statistics