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Analysis of Time-Dependent Bearing Capacity of a Driven Pile in Clayey Soils by Total Stress Method

Author(s): (Ph.D. Student, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.)
(Professor, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).)
(Professor, Dept. of Civil Engineering, Shanghai Univ., Shanghai 200444, China.)
(Master’s Degree Candidate, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 7, v. 17
Page(s): 04016156
DOI: 10.1061/(asce)gm.1943-5622.0000860
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.1943-5622.0000860.
  • About this
    data sheet
  • Reference-ID
    10605575
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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