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Influence of Intermediate Principal Stress and Principal Stress Direction on Drained Behavior of Natural Soft Clay

Author(s): (Lecturer, College of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, China; Collaborative Innovation Center of Water Conservancy and Transportation Infrastructure Safety Protection, Zhengzhou, Henan 450001, China; forme)
(Professor, Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai Univ., Nanjing 210098, China; Jiangsu Research Center for Geotechnical Engineering Technology, Hohai Univ., Nanjing 210098, China (corresponding author).)
(Associate Professor, College of Architecture and Civil Engineering, Wenzhou Univ., Wenzhou 325035, China.)
(Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 1, v. 18
Page(s): 04017128
DOI: 10.1061/(asce)gm.1943-5622.0001042
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.1943-5622.0001042.
  • About this
    data sheet
  • Reference-ID
    10605732
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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