摘要
利用ANSYS有限元大型数值模拟分析软件,通过建立石人沟铁矿露天转地下开采后矿山高边坡三维数值模型,进行数值模拟计算,分析露天转地下开采后矿山高边坡的稳定性。结果表明,地下开采对石人沟铁矿露天边坡整体稳定性影响不大,矿山高边坡整体是稳定的。
The ANSYS finite element simulation software is used to establish an upper slope data 3-D model of Shirengou Iron Ore Mine that is transformed from open pit mining into underground mining. By means of this model, the simulation calculation is carried out for analyzing the stability of upper slope. The result of calculation indicates there is no great influence of underground mining on stability of upper slope that is stable.
出处
《矿业工程》
CAS
2012年第5期15-17,共3页
Mining Engineering
关键词
露天转地下开采
位移场
ANSYS
矿山高边坡
数值模拟
mine transformed from open pit mining into underground mining
displacement field
ANSYS
upper slope
data simulation
mining sequence
analysis of stability