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Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method

  • Tongji University
  • Shanghai University

Research output: Contribution to journalArticlepeer-review

Original languageEnglish
Article number04016156
JournalInternational Journal of Geomechanics
Volume17
Issue number7
DOIs
StatePublished - Jul 1 2017
Externally publishedYes

ASJC Scopus Subject Areas

  • Geotechnical Engineering and Engineering Geology

Keywords

  • Anisotropic
  • Centrifuge model tests
  • Driven pile
  • Stress history
  • Time-dependent bearing capacity

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