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含山陶厂石膏矿构造应力场数值模拟分析

Numerical Simulation of Tectonic Stress Field in Taochang Gypsum Mine,Hanshan County

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【作者】 李全张永泰孙远进

【Author】 LI Qian,ZHANG Yong-tai,SUN Yuan-jin(Wanbei Coal and Electricity Group Co.,Suzhou Anhui 234000,China)

【机构】 皖北煤电集团有限责任公司

【摘要】 为了分析井田内主要构造断裂的导水性,为断层岩柱留设提供依据,运用有限元法的三维数值模拟程序,对陶厂石膏矿现代构造应力场进行了模拟。模拟结果表明,在断层F17附近存在较大的压应力,在F1及F2断层附近的石膏矿体中存在拉应力,在石膏矿体中的应力水平相对较低且均一。断层附近的Z方向的应力相对石膏矿体的应力低。应力矢量分布中拉应力矢量主要分布在石膏矿体靠近断层附近,随着石膏矿体与断层距离的增加,逐渐转化为压应力,而在断层的交汇处压应力值较高。

【Abstract】 In order to analyze water permeability of big tectonic faults and provide the basis of fault waterproof rock pillar setting,modern tectonic stress field of Taochang gypsum mine was simulated by using three dimensional numerical simulation program of finite element method.The simulation results showed that relatively large compressive stress exists near the F17 fault,tensile stress in gypsum ore body near F1 and F2 fault.Relatively small stress uniformly distributes in the gypsum ore body.The stress in Z direction nearby the fault is lower than that in the ore body.Tensile stress vector in stress vector distribution mainly distributes in the ore bodies near fault.Stress gradually transforms into compressive stress from tensile stress,with increase of distance between gypsum ore body and fault,and the compressive stress is higher at the crossroads of the faults.

【关键词】 石膏矿地质构造断层应力场
【Key words】 Gypsum minegeological structurefaultstress field
  • 【文献出处】 安徽理工大学学报(自然科学版) ,Journal of Anhui University of Science and Technology(Natural Science) , 编辑部邮箱 ,2012年02期
  • 【分类号】TD311
  • 【下载频次】32
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