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Effect of Initial State and Intermediate Principal Stress on Noncoaxiality of Soft Clay–Involved Cyclic Principal Stress Rotation

Author(s): ORCID (Lecturer, College of Water conservancy and Environmental Engineering, Zhengzhou Univ., No. 100, Science Rd., Zhengzhou 450001, China; Lecturer, Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety Protection, Henan)
(Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing, 210098, China; Professor, Jiangsu Research Center for Geotechnical Engineering Technology, Hohai University, Nanjing, 210098, China.)
(Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, P.R. China; Professor, Dept. of Civil Engineering, Zhejiang Univ. of Technology, Hangzhou 310014, P.R. China.)
(Associate professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 18
Page(s): 04018081
DOI: 10.1061/(asce)gm.1943-5622.0001214
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)gm.1943-5622.0001214.
  • About this
    data sheet
  • Reference-ID
    10605878
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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