无底柱分段崩落法开采挂帮矿诱发边坡岩移的数值模拟  

Numerical Simulation of Slope Displacement Induced by Hanging Wall Ore Mining by Non-pillar Sublevel Caving Method

作　　者：赵雨薇 韩超超[1] 王大国[1] 谭宝会[2] 王志修 

机构地区：[1]西南科技大学环境与资源学院,四川绵阳621010 [2]东北大学资源与土木工程学院,辽宁沈阳110819 [3]西南科技大学城市学院,四川绵阳621010

出　　处：《金属矿山》2017年第9期197-200,共4页Metal Mine

基　　金：国家自然科学基金项目(编号:41372301;41641027);四川省教育厅科研项目(编号:15ZB0124);绵阳市科技计划项目(编号:14S-02-6)

摘　　要：为探究无底柱分段崩落法回采挂帮矿的可行性,以四川某铜矿东露天1#挂帮矿开采为工程背景,建立了拉张破坏有限元模型,分析了挂帮矿在各分段回采过程中上部坡体内第一主应力演变过程和裂纹扩展过程。结果表明:各分段回采时,初始拉应力在坡面集中,裂纹在坡面产生后随主应力释放—转移—集中的过程不断向深部扩展,直至贯通采场;各分段矿石回采结束后形成的采空区能容纳塌落的松散岩体,无底柱分段崩落法开采挂帮矿诱发的边坡岩移可以得到有效控制,能满足露天坑底的安全生产条件。In order to discuss the feasibility of mining hanging wall ore with non-pillar sublevel caving method,taking 1#hanging wall ore mining of the east open-pit of a copper mine in Sichuan Province as the engineering background,the crackgrowth process and evolution process of the first principal stress of the upper slope during the stoping process of each sections of hanging wall ore are analyzed in detail. The study results show that the during the stoping process of each sections,initial tensile stress is concentrated on the surface of slope,after the crack is generated firstly on the slope surface,then is extended continuously into the deep of slope with the changing process of release-transfer-concentration of the principal stress,eventually penetrating the slope; the loose collapsing-rock can be processed effectively by the goaf caused by stoping process of each sections. The above analysis results further show that the slope displacement induced by the hanging wall ore mining by non-pillar sublevel caving method can be controlled effectively and the safety production conditions of open-pit bottom can also be guaranteed.

关 键 词：挂帮矿 无底柱分段崩落法 边坡位移 第一主应力 裂纹 

分 类 号：TD862[矿业工程—金属矿开采]