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Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation model based on Bishop limit equilibrium method is established. This paper analyzes and calculates the evolution law of slope stability under extreme rainfall, obtains the law of slope stability safety coefficient changing with rainfall under unsaturated characteristics, and puts forward the corresponding countermeasures.
Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
As one of the important facilities in mines, the dump has become one of the major hidden dangers of mine safety management due to its large volume and loose structure. In this paper, based on unsaturated seepage theory of soil and practical engineering slope cases, the slope stability calculation model based on Bishop limit equilibrium method is established. This paper analyzes and calculates the evolution law of slope stability under extreme rainfall, obtains the law of slope stability safety coefficient changing with rainfall under unsaturated characteristics, and puts forward the corresponding countermeasures.
Slope stability analysis under rainfall conditions considering unsaturated characteristics of materials
Wang Sha (author) / Mei Guodong (author) / Xie Xuyang (author) / Yaoxuan Li (author) / Yao Lu (author)
2020
Article (Journal)
Electronic Resource
Unknown
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