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Response and soil pressure distribution around a single batter pile under oblique uplift loading

Author(s): (Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing, China)
(Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing, China)
(Institute of Science and Technology, New Energy Technology Innovation Center, China Three Gorges Corporation, Beijing, China)
(Geotechnical Engineering Laboratory, China Electric Power Research Institute, Beijing, China)
(College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China)
(Fuzhou Haixia Electricity Generation Co., Ltd, Fuzhou, China)
Medium: journal article
Language(s): English
Published in: Geotechnical Research, , n. 1, v. 10
Page(s): 1-16
DOI: 10.1680/jgere.21.00038
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: 10.1680/jgere.21.00038.
  • About this
    data sheet
  • Reference-ID
    10703040
  • Published on:
    16/12/2022
  • Last updated on:
    21/03/2023
 
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