露天矿边坡稳态监控锚索应力场及设置间距分析
Influence scope and setting distance analysis of anchor cable prestress in slope stability monitoring of open-pit mine
-
摘要: 滑坡灾害远程实时监控系统,通过边坡内设置的锚索预应力的变化,实现了边坡滑动力与抗滑力对立关系的监控。锚索的设置间距与预应力的影响范围相关,合理的间距应既能对边坡稳态进行有效监控,又避免群锚效应的发生使投资最小化。针对这一问题,以某露天矿工程条件为背景,采用"拉格朗日算法"建立运算模型并进行分析,确定了预应力影响范围与锚索长度关系式,同时给出了群锚效应发生的临界值。分析结论为边坡监控力学系统的设置提供了依据。Abstract: Remote real-time monitoring system for landslide hazard can realize the monitoring of the opposite relation between slope sliding force and resistance force by changing the anchor cable prestress set in the slope.The setting distance of anchor cable is correlated with the influence scope of prestress.Reasonable distance not only can implement effective monitoring on the slope stability,but also can avoid the occurrence of multi anchorage effect so as to minimize the investigation.According to this problem,the paper,taking engineering conditions of a certain open-pit mine as background,builds the operation models by using the Lagrange algorithm and makes corresponding analysis,and thus determines the relation between the influence scope of prestress and the length of anchor cable,presenting the critical value when multi anchorage effect is approaching.The analysis conclusions provide evidence for the setting of slope stability monitoring mechanical system.
下载: