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Seismic Response of Utility Tunnel in Trapezoidal Backfilled Soil Under P Wave and Amplification Effect of Ground Motion

Author(s): (School of Civil Engineering, Joint Research Centre for Protective Infrastructure Technology and Environmental Green Bioprocess, Tianjin Chengjian University, Tianjin, China)
(School of Civil Engineering, Tianjin Chengjian University, Tianjin, China)
ORCID (School of Civil Engineering, Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin, China)
(Tianjin Key Laboratory of Soft Soil Properties and Engineering Environment, Tianjin Chengjian University, Tianjin, China)
(Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, Tianjin, China)
(Technical department, Tianjin Chuanglian Construction Engineering Testing Company Limited, Tianjin, China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 12, v. 28
Page(s): 1-15
DOI: 10.1080/13632469.2024.2345172
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: 10.1080/13632469.2024.2345172.
  • About this
    data sheet
  • Reference-ID
    10785210
  • Published on:
    20/06/2024
  • Last updated on:
    31/08/2024
 
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