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Crack development in a physical model of undisturbed expansive soil slope and core sample under wet-dry cycles

Auteur(s): (Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
(Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, Jiangsu, China)
Médium: article de revue
Langue(s): anglais
Publié dans: European Journal of Environmental and Civil Engineering, , n. 4, v. 28
Page(s): 1-22
DOI: 10.1080/19648189.2023.2227664
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/19648189.2023.2227664.
  • Informations
    sur cette fiche
  • Reference-ID
    10740394
  • Publié(e) le:
    12.09.2023
  • Modifié(e) le:
    15.03.2024
 
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