A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory

Liu, E-L, Yu, H-S, Zhou, C et al. (2 more authors) (2017) A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory. International Journal of Geomechanics, 17 (7). 04016154. 04016154-04016154. ISSN 1532-3641

Abstract

Metadata

Authors/Creators:
  • Liu, E-L
  • Yu, H-S
  • Zhou, C
  • Nie, Q
  • Luo, K-T
Copyright, Publisher and Additional Information: © ASCE 2016. 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. The published version is available at https://doi.org/10.1061/(ASCE)GM.1943-5622.0000859.
Keywords: Artificially structured soils; Binary-medium constitutive model; Breakage ratio; Local strain coefficient
Dates:
  • Published: 1 July 2017
  • Accepted: 13 October 2016
  • Published (online): 2 December 2016
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds) > Institute for Resilient Infrastructure (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 18 Oct 2017 09:54
Last Modified: 23 Jan 2018 03:43
Status: Published
Publisher: American Society of Civil Engineers
Identification Number: https://doi.org/10.1061/(ASCE)GM.1943-5622.0000859

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