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Effects of Principal Stress Rotation on the Cumulative Deformation of Normally Consolidated Soft Clay under Subway Traffic Loading

Author(s): (Associate Professor, College of Transportation Science and Engineering, Nanjing Univ. of Technology, Nanjing, Jiangsu 210009, China (corresponding author).)
(Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634.)
(Associate Professor, Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Southwest Jiaotong Univ., Chengdu, Sichuan 610031, China.)
(Postgraduate Student, College of Transportation Science and Engineering, Nanjing Univ. of Technology, Nanjing, Jiangsu 210009, China.)
Medium: journal article
Language(s): English
Published in: Journal of Geotechnical and Geoenvironmental Engineering, , n. 4, v. 140
DOI: 10.1061/(ASCE)GT.1943-5606.0001069
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: 10.1061/(ASCE)GT.1943-5606.0001069.
  • About this
    data sheet
  • Reference-ID
    10694601
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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