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Threshold of Saturation Degree of Unsaturated Sand to Cause Liquefaction Considering the Sample Volumetric Strain: Modelization and Experimental Laboratory Investigation

Author(s): (Faculty of Civil and Environmental Engineering, Thai Nguyen University of Technology, Thai Nguyen, Vietnam)
(Department of Civil Engineering and Sustainable Construction, INSA Rouen Normandie, Normandie Univ, LMN UR 3828, Le Havre, France)
(Department of Civil Engineering and Sustainable Construction, INSA Rouen Normandie, Normandie Univ, LMN UR 3828, Le Havre, France)
(Department of Civil Engineering and Sustainable Construction, INSA Rouen Normandie, Normandie Univ, LMN UR 3828, Le Havre, France)
(UNIHAVRE, Laboratoire Ondes et Milieux Complexes, Normandie Université, CNRS UMR 6294, Le Havre, France)
(Laboratoire de Mécanique de Paris-Saclay-LMPS, Université Paris-Saclay, CentraleSupélec, CNRS UMR 9026, Gif-sur-Yvette, France)
(Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, Université de Lorraine, CNRS UMR 7239, Metz, France)
(Laboratoire de Tribologie et Dynamique des Systèmes, Ecole Nationale Supérieure de Saint Etienne, CNRS UMR 5513, Saint Etienne, France)
(Department of Civil Engineering and Sustainable Construction, INSA Rouen Normandie, Normandie Univ, LMN UR 3828, Le Havre, France)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering
Page(s): 1-29
DOI: 10.1080/13632469.2024.2415083
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: 10.1080/13632469.2024.2415083.
  • About this
    data sheet
  • Reference-ID
    10802487
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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