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平煤十矿地应力测量及其应用
引用本文:蔡美峰, 郭奇峰, 李远, 杜振斐, 刘金辉. 平煤十矿地应力测量及其应用[J]. 工程科学学报, 2013, 35(11): 1399-1406. DOI: 10.13374/j.issn1001-053x.2013.11.003
作者姓名:蔡美峰  郭奇峰  李远  杜振斐  刘金辉
作者单位:1. 北京科技大学土木与环境工程学院, 北京 100083;
基金项目:国家科技支撑计划;国家自然科学基金
摘    要:平煤十矿采用三维套孔应力解除地应力测量技术和具有温度补偿功能的空心包体应变计,完成了矿区6个水平、11个测点的现场地应力实测,最大测点深度达到1123 m.这是我国煤矿首次采用应力解除法进行系统的矿区地应力测量并且测量深度超1100 m.通过测量获得了矿区11个测点的三维地应力状态,揭示了矿区地应力场的分布规律,建立了矿区地应力场模型.针对平煤十矿是我国典型的高瓦斯矿井、深部采矿存在引发煤(岩)爆和瓦斯爆炸的高危险性,本文提出:根据实测地应力数据,采用数值模拟技术,定量计算开挖扰动引起的开采煤层和围岩中能量聚集状况及其随采矿过程的变化规律,借助地震学的知识,根据能量聚集状态对未来开采可能引发煤(岩)爆的时间、地点和震级进行预测.

关 键 词:煤矿  应力测量  应力分析  数学模型  岩爆  预测
收稿时间:2012-11-19

In situ stress measurement and its application in the lOth Mine of Pingdingshan Coal Group
CAI Mei-feng, GUO Qi-feng, LI Yuan, DU Zhen-fei, LIU Jin-hui. In situ stress measurement and its application in the lOth Mine of Pingdingshan Coal Group[J]. Chinese Journal of Engineering, 2013, 35(11): 1399-1406. DOI: 10.13374/j.issn1001-053x.2013.11.003
Authors:CAI Mei-feng  GUO Qi-feng  LI Yuan  DU Zhen-fei  LIU Jin-hui
Affiliation:1. School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China;2. Key Laboratory of High-Efficient Mining and Safety of Metal Mines (Ministry of Education of China),University of Science and Technology Beijing, Beijing 100083, China;3. Beijing General Research Institute of Mining & Metallurgy, Beijing 100161, China
Abstract:In situ stress measurements were carried out at 11 points of 6 levels in the 10th Mine owned by Pingdingshan Coal Group, using a three-dimensional (3D) overcoring stress measurement technique and hollow inclusion strain gages. The maximum measuring depth reaches 1123 m, and it is the first time to apply the overcoring technique to make systematical stress measurements with the measuring depth exceeding 1100 m at coal mines. 3D in-situ stress states at these 11 points were determined by the measurements. Based on measuring results, the regularities of in situ stress states in the mine were obtained and a mathematical model of regional stress field was also established. According to the high risk of coal (rock) bursts and gas explosion in deep mining of the coal mine, a method for predicting coal (rock) bursts was provided as follows. Based on numerical simulation and in situ measurement results, quantitative calculations are made of energy accumulation and its variation with mining process in the rock (coal) mass and surrounding rock, and then according to accumulated energy distribution, the seismology technology is used to predict the place, time and magnitude of coal (rock) bursting induced by future mining. 
Keywords:coal mines  stress measurement  stress analysis  mathematical models  rock burst  prediction
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