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Seismic Behavior and Failure Mechanism of Pile-Group in Mildly Sloping Liquefiable Soils with Crusts: Large-Scale Shaking Table Experiment

Author(s): (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Department of Hydraulic Engineering, Tsinghua University, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(School of Civil Engineering, North China University of Technology, Beijing, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 15, v. 27
Page(s): 1-28
DOI: 10.1080/13632469.2022.2162634
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: 10.1080/13632469.2022.2162634.
  • About this
    data sheet
  • Reference-ID
    10709539
  • Published on:
    21/03/2023
  • Last updated on:
    14/01/2024
 
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