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

Auteur(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.)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Geomechanics, , n. 7, v. 17
Page(s): 04016154
DOI: 10.1061/(asce)gm.1943-5622.0000859
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1061/(asce)gm.1943-5622.0000859.
  • Informations
    sur cette fiche
  • Reference-ID
    10605574
  • Publié(e) le:
    08.05.2021
  • Modifié(e) le:
    08.05.2021
 
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