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

Author(s): (Professor, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China.)
(Professor, School of Civil Engineering, Univ. of Leeds, Leeds LS2 9JT, U.K.; State Key Laboratory of Hydraulics and Natural River Engineering, Sichuan Univ., Chengdu 610065, People?s Republic of China; formerly, Nottingham Centre for Geomechanics, Univ. o)
(Professor, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China (corresponding author).)
(Engineer, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China.)
(Engineer, State Key Laboratory of Hydraulics and Natural River Engineering, College of Water Resource and Hydropower, Sichuan Univ., Chengdu 610065, People’s Republic of China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 17
Page(s): 04016154
DOI: 10.1061/(asce)gm.1943-5622.0000859
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0000859.
  • About this
    data sheet
  • Reference-ID
    10605574
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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