Upper-Bound Analysis for Stone Retaining Wall Slope Based on Mixed Numerical Discretization-Reference-Cited by-同舟云学术

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Upper-Bound Analysis for Stone Retaining Wall Slope Based on Mixed Numerical Discretization

Published:2018-10 Issue:10 Volume:18 Page:04018122
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Ze¹,Zhou Yu²,Guo Yakun³

Affiliation:

1. Faculty of Civil Engineering and Mechanics, Kunming Univ. of Science and Technology, Kunming, Yunnan, 650500, China (corresponding author).

2. Faculty of Civil Engineering and Mechanics, Kunming Univ. of Science and Technology, Kunming, Yunnan, 650500, China.

3. School of Engineering, Univ. of Bradford, Richmond Rd., Bradford BD7 1DP, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001247

Reference34 articles.

1. Upper bound limit analysis of slope stability using rigid finite elements and nonlinear programming

2. Rigid Finite Element Method for Upper Bound Limit Analysis of Soil Slopes Subjected to Pore Water Pressure

3. A three-dimensional slope stability analysis method using the upper bound theorem

4. A three-dimensional slope stability analysis method using the upper bound theorem Part II: numerical approaches, applications and extensions

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