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Physical Model Test and Theoretical Study on the Bearing Behavior of Pile in Expansive Soil Subjected to Water Infiltration

Author(s): (College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Doctoral Candidate, Guangx)
(Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key L)
(Master Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Master Candidate, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Master Can)
(Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; Professor, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Univ., Nanning 530004, China; Professor, Guangxi Key L)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 6, v. 21
DOI: 10.1061/(asce)gm.1943-5622.0002006
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.1943-5622.0002006.
  • About this
    data sheet
  • Reference-ID
    10606733
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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