State parameter–based thermomechanical constitutive model for saturated fine-grained soils

Zhu, Q-Y, Zhuang, P-Z, Yin, Z-Y et al. (1 more author) (2021) State parameter–based thermomechanical constitutive model for saturated fine-grained soils. Canadian Geotechnical Journal, 58 (7). pp. 1045-1058. ISSN 0008-3674

Abstract

Metadata

Item Type: Article
Authors/Creators:
Copyright, Publisher and Additional Information:

This item is protected by copyright, all rights reserved. This is an author produced version of an article published in Canadian Geotechnical Journal. Uploaded in accordance with the publisher's self-archiving policy.

Keywords: temperature effects; constitutive relations; clays; plasticity; state parameter
Dates:
  • Published: July 2021
  • Published (online): 8 September 2020
  • Accepted: 2 September 2020
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 27 Aug 2021 13:09
Last Modified: 27 Aug 2021 13:09
Status: Published
Publisher: NRC Research Press (Canadian Science Publishing)
Identification Number: 10.1139/cgj-2019-0322
Open Archives Initiative ID (OAI ID):

Export

Statistics