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Calculation of Pile-soil Stress Ratio of Rigid Pile Composite Foundation with Consideration of Upward Penetration of Piles

Author(s): (Geotechnical Engineering Institute, Hunan University, Changsha, Hunan 410082, China)
(Geotechnical Engineering Institute, Hunan University, Changsha, Hunan 410082, China)
(Geotechnical Engineering Institute, Hunan University, Changsha, Hunan 410082, China)
Medium: journal article
Language(s): English
Published in: Journal of Highway and Transportation Research and Development (English Edition), , n. 1, v. 5
Page(s): 1-6
DOI: 10.1061/jhtrcq.0000033
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/jhtrcq.0000033.
  • About this
    data sheet
  • Reference-ID
    10589032
  • Published on:
    08/03/2021
  • Last updated on:
    08/03/2021
 
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