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Three-Dimensional Numerical Investigation on Seismic Response of Subway Station in Liquefied Soil by the Loosely Coupled Effective Stress Model

Author(s): (School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, China)
(Shanghai Waterway Engineering Design and Consulting Co, Ltd, Shanghai, China)
(Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China)
(Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China)
(Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 13, v. 27
Page(s): 1-25
DOI: 10.1080/13632469.2022.2141371
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: 10.1080/13632469.2022.2141371.
  • About this
    data sheet
  • Reference-ID
    10697065
  • Published on:
    12/12/2022
  • Last updated on:
    18/09/2023
 
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