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Three-Dimensional Slope Stability Analysis Incorporating Coupled Effects of Pile Reinforcement and Reservoir Drawdown

Author(s): (Associate Professor, Dept. of Civil Engineering, Univ. of Shanghai for Science and Technology, Shanghai 200093, China.)
(Ph.D. Student, School of Civil Engineering, Univ. of Queensland, Brisbane 4072, Australia.)
(Research Academic, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, No. 21 Lower Kent Ridge Road, Singapore 119077 (corresponding author).)
(Lecturer, School of Civil and Environmental Engineering, Univ. of Technology Sydney, Ultimo, NSW 2007, Australia.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 4, v. 19
Page(s): 06019002
DOI: 10.1061/(asce)gm.1943-5622.0001375
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.1943-5622.0001375.
  • About this
    data sheet
  • Reference-ID
    10606069
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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