Theoretical Analysis of Pressure-Dependent K₀ for Normally Consolidated Clays Using Critical State Soil Models

Hu, N, Shang, X-Y and Yu, H-S (2018) Theoretical Analysis of Pressure-Dependent K₀ for Normally Consolidated Clays Using Critical State Soil Models. International Journal of Geomechanics, 18 (3). 04017159. ISSN 1532-3641

Abstract

Metadata

Authors/Creators:
  • Hu, N
  • Shang, X-Y
  • Yu, H-S
Copyright, Publisher and Additional Information: © 2017 American Society of Civil Engineers. This is an author produced version of a paper published in International Journal of Geomechanics. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Clay; Pressure dependent; Critical state soil models; Coefficient of earth pressure at rest.
Dates:
  • Published: March 2018
  • Accepted: 8 September 2017
  • Published (online): 19 December 2017
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: 24 Jan 2018 12:16
Last Modified: 25 Jan 2018 06:49
Status: Published
Publisher: American Society of Civil Engineers
Identification Number: https://doi.org/10.1061/(ASCE)GM.1943-5622.0001075

Share / Export

Statistics