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金属矿山 ›› 2009, Vol. 39 ›› Issue (08): 80-82+86.

• 地质与测量 • 上一篇    下一篇

丰山铜矿的地应力测量与分布特征

毕忠伟1,2,丁德馨2,张明1,金峰1   

  1. 1.清华大学水沙科学与水利水电工程国家重点实验室;2.南华大学
  • 出版日期:2009-08-17 发布日期:2011-04-26
  • 基金资助:

    国家自然科学基金项目(编号:50274043);湖南省安全科技项目(编号:07-19);中国博士后科学基金项目(编号:20090450421)。

Geo-stress Measurement and Distribution Characteristics of Fengshan Copper Deposit

Bi Zhongwei1,2,Ding Dexin2,Zhang Ming1,Jin Feng1   

  1. 1.State Key Laboratory of Hydroscience and Hydraulic Engineering, Tsinghua University;.Nanhua University
  • Online:2009-08-17 Published:2011-04-26

摘要: 采用应力解除法,在丰山铜矿-50 m和-100 m中段进行了6个点的三维应力测试,获得了6个测点的三维地应力资料。结果表明:矿体南缘应力值较大,最大主应力在15 MPa左右,北缘应力值较小,最大主应力在8.0 MPa左右;矿区地应力随地形起伏而变化,明显受地形地貌控制,同时岩体自重和构造作用是形成地应力的主要因素,二者在不同区域所产生的影响也不同,在南区以构造应力为主,深部地区以自重为主。为该矿的生产和巷道支护设计提供了可靠依据

关键词: 采矿工程, 地应力, 丰山铜矿, 应力解除法

Abstract: A three-dimensional stress testing was conduced at 6 points at -50 m and -100 m levels of Fengshan copper deposit by stress relief method, obtaining the 3D geo-stress data of the 6 measuring points.The results indicate that the geo-stress in the south is larger, with the biggest principal stress being about 15 MPa; and that in the north is smaller, with the biggest principal stress being about 8.0 MPa.The geo-stress in the mining area changes along with the topographic relief, and is obviously controlled by topography and geomorphology.The deadweight of the rock-mass and the tectonism are the main factors forming the geo-stress, and they have different effects on the different areas, with the south area mainly affected by tectonic stress, and the deep area mainly by deadweight.The results provide a reliable basis for the production and tunnel support design of Fengshan Copper Mine.

Key words: Mining engineering, Geo-stress, Fengshan copper deposit, Stress relief method