Numerical simulation study on high dip bedded soft rock slope stability of surface mine

被引：0
|
作者：
Liu Bao-yong [1 ]
Yang Di [1 ]
机构：
[1] Liaoning Tech Univ, Coll Mines, Fuxin 123000, Liaoning, Peoples R China
来源：
EXPLORATION AND PROCESSING OF MINERAL RESOURCES | 2014年 / 868卷
关键词：
high dip bedded soft rock slope; stability analysis; deformation and failure character; strength reduction method;
D O I：
10.4028/www.scientific.net/AMR.868.391
中图分类号：
TE [石油、天然气工业];
学科分类号：
0820 ;
摘要：
According to the actual progress of a certain Surface Mine and based on strength reduction method, the deformation and fracture processes of the high dip bedded soft rock slope was simulated with RFPA-SRM, the stability of the slope was calculated. By analyzing the numerical simulation results, the characters of the deformation of high dip bedded soft rock slope and the landslide mode were demonstrated, which could provide a scientific basis for reasonable landslide control measures.
引用
收藏
页码：391 / 394
页数：4
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