Prediction of slope stability based on numerical modeling of stress_strain state of rocks

Geodynamics and Stress State of the Earth's Interior 2017

Kozhogulov, Kch^1 ; Nifadyev, V.I.^2 ; Usmanov, S.F.^2

Institute of Geomechanics and Subsoil Development, National Academy of Sciences of the Kyrgyz Republic, Bishkek, Kyrgyzstan^1

Kyrgyz-Russian Slavic University, Bishkek, Kyrgyzstan^2

关键词: Flow of particles;    Model results;    Pit walls;    Rock mass stability;    Sloped surfaces;    Stress strain state;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/134/1/012032/pdf
DOI  :  10.1088/1755-1315/134/1/012032

来源: IOP

【 摘 要 】

The paper presents the developed technique for the estimation of rock mass stability based on the finite element modeling of stress-strain state of rocks. The modeling results on the pit wall landslide as a flow of particles along a sloped surface are described.