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金属矿山 ›› 2015, Vol. 44 ›› Issue (04): 48-51.

• 开采损害 • 上一篇    下一篇

毛坪铅锌矿最大主应力测试及地应力等级的确定

周高明   

  1. 彝良驰宏矿业有限公司,云南 昭通 657602
  • 出版日期:2015-04-15 发布日期:2015-08-04

Determination of the Maximum Principal Stress and In-situ Stress Level in Maoping Lead-zinc Mine

Zhou Gaoming   

  1. Yihang Chihong Mining Co.,Ltd.,Zhaotong 657602,China
  • Online:2015-04-15 Published:2015-08-04

摘要: 为了初步了解毛坪铅锌矿的地应力状态,采用地质构造形迹法、声发射Kaiser效应等方法对矿山的主应力进行了分析,并对地应力水平进行了判别。研究结果表明:毛坪铅锌矿的最大主应力方向界于N60°~70°W与N45°~50°W之间,最大主应力约12.14 MPa,以岩石强度应力比为判断标准,认为毛坪铅锌矿存在由低地应力向中高地应力发展的趋势。

关键词: 最大主应力, 地应力级别, 声发射, Kaiser效应

Abstract: In order to preliminarily understand the in-situ stress state in Maoping lead-zinc mine,the methods such as geological structure acting and Kaiser effect of acoustic emission were used to analyze the principal stress of mine.On that basis,the level of in-situ stress was judged.The research results showed that the maximum principal stress direction of Maoping lead-zinc mine ranged from N60° to 70°W and from N45° to 50°W,and the value of the maximum principal stress is about 12.14 MPa.Taking the stress ratio of rock strength as the criteria of judgment,it is considered that the in-situ stress of Maoping lead-zinc mine exist a development trend from low ground stress to high ground stress.

Key words: Maximum principal stress, In-situ stress level, Acoustic emission, Kaiser effect