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Limit-Equilibrium Analysis of Stability of Footwall Slope with Respect to Biplanar Failure

Author(s): (Ph.D. Candidate, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China; Univ. of Chinese Academy of Sciences, Beijing 100049, PR China.)
(Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China (corresponding author).)
(Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, PR China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 1, v. 20
Page(s): 04019137
DOI: 10.1061/(asce)gm.1943-5622.0001523
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.1943-5622.0001523.
  • About this
    data sheet
  • Reference-ID
    10606224
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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