Three-Dimensional Stability of a Slope Subjected to Seepage Forces-Reference-Cited by-同舟云学术

Three-Dimensional Stability of a Slope Subjected to Seepage Forces

Published:2017-08 Issue:8 Volume:17 Page:04017035
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Pan Qiujing¹,Xu Jingshu²,Dias Daniel³

Affiliation:

1. Ph.D. Student, Laboratory 3SR, Grenoble Alpes Univ., Centre National de la Recherche Scientifique Unité Mixte de Recherche 5521, 38041 Grenoble, France.

2. Ph.D. Student, School of Civil Engineering, Central South Univ., Changsha, Hunan 410075, China.

3. Professor, Laboratory 3SR, Grenoble Alpes Univ., Centre National de la Recherche Scientifique Unité Mixte de Recherche 5521, 38041 Grenoble, France (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000913

Reference21 articles.

1. End effects on stability of cohesive slopes;Baligh M. M.;J. Geotech. Geoenviron. Eng.,1975

2. Stability Coefficients for Earth Slopes

3. Two-dimensional slope stability analysis by limit equilibrium and strength reduction methods

4. FLAC 3D [Computer software]. Itasca Consulting Group Minneapolis.

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