Deformation Failure Mode of Slope Based on Stochastic Limit Equilibration-Material Point Method for a Hospital Environment

Author:

Li Xing1,Tian Jun2

Affiliation:

1. Department of Civil Engineering, Ordos Institute of Technology, Ordos, 017000, China

2. Department of Civil Engineering, Ordos Institute of Technology, Ordos, 017000, China (Corresponding author), e-mail: tianjun1234562021@163.com, https://orcid.org/0000-0003-1759-6747

Publisher

ASTM International

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference23 articles.

1. Stability of High Bedding Slope of Rock Based on Comprehensive Geo-mechanical Model Test;Yang;Chinese Journal of Rock Mechanics and Engineering,2018

2. Study on Stress Characteristics and Deformation Failure Mechanism of Antidip Rock Slope;Xie;Coal Technology,2018

3. Failure Mode and Characteristics Study of Complex Slope Blocks under Strong Earthquake;Zhang;Rock and Soil Mechanics,2019

4. Comprehensive Method to Test the Stability of High Bedding Rock Slop Subjected to Atomized Rain;Hou;Applied Sciences,2020

5. Deformation Stability Analysis of Gentle Reverse Inclined Layer-Like Rock Slope under Engineering Load;Dai;Rock and Soil Mechanics,2018

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