Research on failure mechanism of pebble slope based on nonsynchronous double strength reduction method-Reference-Cited by-同舟云学术

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Research on failure mechanism of pebble slope based on nonsynchronous double strength reduction method

Published:2021-10-01 Issue:6 Volume:861 Page:062018
ISSN:1755-1307
Container-title:IOP Conference Series: Earth and Environmental Science
language:
Short-container-title:IOP Conf. Ser.: Earth Environ. Sci.

Author:

Huang Yi,Zhang Wenhan,Li Liang,Cheng Lijuan,Xie Zhengfu

Publisher

IOP Publishing

Subject

General Engineering

Link

https://iopscience.iop.org/article/10.1088/1755-1315/861/6/062018/pdf

Reference13 articles.

1. Discussion on Two Safety Factors for Progressive Failure of Soil Slope [J];Feng;Chinese Journal of Rock Mechanics and Engineering,2007

2. Comparing a new double reduction method to classic strength reduction method for slope stability analysis [J];Bing;Rock and Soil Mechanics,2015

3. Study on the Reduction Mechanism of Double Strength Reduction Method and the Selection of Instability Criteria [J];Kun;Communications Science and Technology Heilongjiang,2019

4. Stability Analysis of a Reinforced Soil Slope Based on the Strength Reduction Method [J];Wang;Applied Mechanics & Materials,2012

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