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Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters

Author(s): (Postdoctoral Student, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author).)
(Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China.)
(Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 2, v. 17
Page(s): 06016019
DOI: 10.1061/(asce)gm.1943-5622.0000722
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.1943-5622.0000722.
  • About this
    data sheet
  • Reference-ID
    10605392
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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