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Equivalence between Bearing-Capacity, Lateral Earth-Pressure, and Slope-Stability Problems by Slip-Line and Extremum Limit Equilibrium Methods

Author(s): (Associate Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong (corresponding author). E-mail address:)
(Ph.D. Student, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hunghom, Hong Kong.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 12, v. 17
Page(s): 04017113
DOI: 10.1061/(asce)gm.1943-5622.0001009
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.1943-5622.0001009.
  • About this
    data sheet
  • Reference-ID
    10605708
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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