节点文献

采矿引起的边坡倾倒滑移变形机理与变形安全性分析研究—以抚顺西露天矿边坡为例

Deformation mechanism and stability analysis of slope toppling-sliding rock mass due to mining——A case study on west open pit slope of Fushun Coal Mine

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 申力纪玉石刘大勇祖国林刘晶辉

【Author】 SHEN Li~1,JI Yu-shi~(1,2),LIU Da-yong~3,ZU Guo-lin~1,LIU Jing Hui~1(1.Fushun Branch of China Coal Research Institute,Fushun 113001,China;2.Department of Architectural Engineering Logistical Engineering University of PLA Chongqing 110004,China;3.Bureau of Land Resources,Fushun City,)

【机构】 煤炭科学研究总院抚顺分院抚顺市国土资源局煤炭科学研究总院抚顺分院 辽宁抚顺113001辽宁抚顺113001东北大学资源与土木工程学院沈阳110004辽宁抚顺113006

【摘要】 在矿山开发、水电建设过程中倾倒变形问题日渐突出。倾倒变形边坡一般具有反倾边坡结构,变形的过程和机理比较复杂、涉及的变形岩体范围较大、危害严重。论文以抚顺西露天矿边坡为例,通过岩体位移监测资料的跟踪分析、底面摩擦模拟试验,以岩体力学、松散介质力学原理为理论基础,探讨了采矿影响下边坡倾倒滑移体的变形机理,分析认为采矿引起的倾倒滑移变形问题是在特定的地质构造和采矿工程条件下产生的,并提出了岩体变形安全性分析方法。通过工程实例,验证了方法的实用性,并针对实际问题提出了变形整治对策。

【Abstract】 Toppling-sliding is a serious problem in mining and hydroelectricity construction.Taking Fushunxi Open Mine rock slope as an example,we analyzed displacement monitoring data of the rockmass and carried out base friction model tests.Based on rock mass mechanics and the theory of unconsolidated medium mechanics,the deformation mechanism of toppling-sliding mass due to mining is discussed in this paper.The main reason for the deformation of topplingsliding mass is the combination of mining activity and geologic structure factors.The analytical method of stability of rookmass is proposed.An engineering case study is reported to show the practicability of this analytical method.The countermeasures are also proposed.

  • 【文献出处】 中国地质灾害与防治学报 ,The Chinese Journal of Geological Hazard and Control , 编辑部邮箱 ,2006年03期
  • 【分类号】TD824.7
  • 【被引频次】15
  • 【下载频次】269
节点文献中: 

本文链接的文献网络图示:

本文的引文网络