A Novel Limit-Equilibrium Method Based on Increments of Interslice Forces for Stability Analysis of Slopes with Weak Interlayers-Reference-Cited by-同舟云学术

A Novel Limit-Equilibrium Method Based on Increments of Interslice Forces for Stability Analysis of Slopes with Weak Interlayers

Published:2023-09 Issue:9 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Deng Dongping¹^ORCID,Liu Guicheng²,Wang Yimin²,Peng Yihang²

Affiliation:

1. Associate Professor, School of Civil Engineering, Central South Univ., Changsha 410075, China (corresponding author). ORCID: .

2. Master’s Student, School of Civil Engineering, Central South Univ., Changsha 410075, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8745

Reference41 articles.

1. Adams, E., 2009. “Modeling variation of surface hoar and radiation recrystallization across a slope.” In Proc., Europe: Int. Snow Science Workshop, 97–101. Davos, Switzerland: The International Snow Science Workshop (ISSW).

2. The use of the slip circle in the stability analysis of slopes;Bishop A. W.;Géotechnique,1955

3. Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis

4. Determination of the Critical Slip Surface Using Artificial Fish Swarms Algorithm

5. Insights and perspectives into the limit equilibrium method from 2D and 3D analyses

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Application of RSM optimization model for slope stability analysis in geotechnical engineering;Applied Mathematics and Nonlinear Sciences;2024-01-01