首页|降雨作用对露天矿山边坡稳定性影响研究

降雨作用对露天矿山边坡稳定性影响研究

扫码查看
降雨作用会导致边坡稳定性变差,影响着采场的安全生产.以某露天边坡为研究背景,基于极限平衡法和强度折减法,利用GeoStudio和FLAC3D软件,对降雨作用下整体边坡稳定性进行分析.极限平衡法计算结果表明,在降雨作用下最终边坡稳定性系数最小值为1.78,大于矿山许用安全系数1.20;强度折减法计算结果表明,边坡剖面的安全性系数都能满足规范要求的最小安全系数,降水作用对该露天边坡稳定性影响较少.边坡稳定性较好,采场边坡参数选取可行,为类似矿山的边坡防护与治理提供依据.
Study on the Influence of Rainfall on Slope Stability of Open-pit Mines
The effect of rainfall will lead to the deterioration of slope stability,which will affect the safety of stope production.Based on the limit equilibrium method and strength reduction method,GeoStudio and FLAC3D software are used to analyze the slope stability of the whole slope under rainfall.The results of limit equilibrium method show that the minimum value of slope stability coefficient under the action of rain-fall is 1.78,which is greater than the allowable safety factor of 1.20.The results of strength reduction method show that the safety coefficient of the slope profile can meet the minimum safety coefficient required by the code.The effect of precipitation on the stability of the open-pit slope is less,the slope stability is good,and the selection of stope slope parameters is feasible,which provides a basis for slope protection and treatment of similar mines.

slope stabilitylimit equilibrium methodnumericalsimulationrainfall

王强

展开 >

金堆城钼业股份有限公司

边坡稳定性 极限平衡法 数值模拟 降雨作用

2024

现代矿业
中钢集团马鞍山矿山研究院有限公司

现代矿业

影响因子:0.33
ISSN:1674-6082
年,卷(期):2024.40(11)