Evaluation of Critical Slip Surface in Limit Equilibrium Analysis of Slope Stability by Smoothed Particle Hydrodynamics-Reference-Cited by-同舟云学术

Evaluation of Critical Slip Surface in Limit Equilibrium Analysis of Slope Stability by Smoothed Particle Hydrodynamics

Published:2019-05 Issue:5 Volume:19 Page:04019032
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Li Liang¹,Wang Yu²,Zhang Limin³,Choi Clarence⁴,Ng Charles W. W.⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Qingdao Univ. of Technology, Qingdao 266033, PR China; formerly, Senior Research Associate, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong.

2. Associate Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Tat Chee Ave., Kowloon, Hong Kong (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

4. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

5. Chair Professor, Dept. of Civil and Environmental Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001391

Reference38 articles.

1. Three-dimensional smoothed-particle hydrodynamics simulation of deformation characteristics in slope failure

2. Locating Global Critical Slip Surface Using the Morgenstern-Price Method and Optimization Technique

3. Determination of the critical slip surface in slope stability computations

4. The use of the Slip Circle in the Stability Analysis of Slopes

5. Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model

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