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Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods

Author(s): (M.Sc. Student, School of Engineering, Deakin Univ., Geelong, VIC 3217, Australia.)
(Lecturer, School of Engineering, Deakin Univ., Geelong, VIC 3217, Australia (corresponding author).)
(Technical Principal, SMEC Australia, 74 Hunter St., Newcastle, NSW 2300, Australia.)
(Professor, Centre for Geotechnical and Materials Modelling, Univ. of Newcastle, Callaghan, NSW 2308, Australia.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 15
Page(s): 06014022
DOI: 10.1061/(asce)gm.1943-5622.0000438
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.1943-5622.0000438.
  • About this
    data sheet
  • Reference-ID
    10605099
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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