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金属矿山 ›› 2014, Vol. 43 ›› Issue (03): 26-30.

• 采矿工程 • 上一篇    下一篇

广西合山煤田浅埋煤层采空区塌陷机理数值分析

李远耀1,唐朝晖2,陈仁全3   

  1. 1.中国地质大学(武汉)地质调查研究院,湖北 武汉 430074;2.中国地质大学(武汉)工程学院,湖北 武汉 430074;3.中南勘察设计院(湖北)有限责任公司,湖北 武汉 430071
  • 出版日期:2014-03-15 发布日期:2014-04-28
  • 基金资助:

    * 国家自然科学基金项目(编号:41202247),中央高校优秀青年教师基金项目(编号:CUGL110203)。

Numerical Analysis on the Mechanism of Mining Collapse in Shallow Seam of Heshan Coal Field,Guangxi

Li Yuanyao1,Tang Zhaohui2,Chen Renquan3   

  1. 1.Institute of Geological Survey,China University of Geosciences( Wuhan),Wuhan 430074,China;2.Faculty of Engineering,China University of Geosciences( Wuhan),Wuhan 430074,China;3.Central Southern Geotechnical Design Institute(Hubei) Co.,Ltd.,Wuhan 430071,China
  • Online:2014-03-15 Published:2014-04-28

摘要: 针对广西合山煤田煤炭资源的枯竭,煤层开采引发的地面塌陷日益增多,地质灾害问题突出的现状,以煤田上塘矿区中南部的4个浅埋采空区为研究对象,在野外调查的基础上,利用离散元法建立三维数值模型,进行采空区顶板和地表的变形与应力分析,探讨了采空塌陷机理模式。分析结果表明:①采空区规模直接决定了地表变形程度,表土层厚度的影响作用是双向的;②地表水平移动极大值向下山方向偏移,下山方向顶板覆岩更易断裂和垮落;③采空区上覆岩层发育“两带”,主要破坏形式为拉张破坏和剪切破坏;④浅埋采空塌陷的形成可归纳为开始、发展、贯通和稳定4个阶段,不同阶段均有典型的变形和受力表征。

关键词: 浅埋煤层, 采空塌陷, 离散元法, 破坏机理

Abstract: In view of depletion of coal resources,the increase of ground subsidence caused by mining and geological disasters up in Guangxi Heshan Coal Seam,four shallow goafs in south-central part of Shangtang Mine are listed as research object to analyze the deformation and stress of roof and surface in mined-out area by building the three-dimensional numerical model with discrete element method,based on field investigation. The mechanism model of mining subsidence is discussed. The results show that: ①The goaf scale directly determines the degree of surface deformation,and the influence of surface soil's thickness is double acting;② Maximum of horizontal surface movement shift to downhill,and roof rock at downhill more easily results in breakage and caving;③ "two zones" have developed at the goaf overburden,and its main failure mode are tensile failure and shear failure;④The formation of shallow mining collapse is summarized as four stages: beginning,development,perforation and stable. Each stage has its typical characterization of deformation and stress.

Key words: Shallow seam, Mining collapse, Discrete Element Method, Failure mechanism