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Measurement and Characteristics Analysis of In-situ Stress in Expanding Area of Tao'er Coal Mine

机译:陶煤矿膨胀区原位应力的测量与特征分析

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In order to fully understand and correctly evaluate the stability of overlying strata and surrounding rock, in-situ stress of south main roadway, north main roadway and bypass in shaft station of expanding area, Tao'er coal mine was tested by KX-81-style triaxial stress gauge of hollow inclusion. The test results show that tectonic stress is main in in-situ stress of expanding area, Tao'er coal mine, horizontal principal stress is westeast distribution, 31.13-27.42MPa size, 27.42°-275° direction. Each stress state is not identical, vertical stress is basically slightly less than the weight of the rock covering on unit area. Application of measuring principle of in-situ stress and analysis of field measurement provide a reliable basis for roadway support design and parameters optimization in expanding area of Tao'er coal mine, ensure safety and smooth construction of roadway.
机译:为了充分了解和正确评估覆盖层和周围岩石的稳定性,南部主道路的原位应力,北主巷道和旁路在扩大地区的轴站,陶默煤矿由KX-81 - 空心夹杂物风格三轴应力计。试验结果表明,构造应力是主要的原位应力,陶器煤矿,水平主要应力是展望的,31.13-27.42MPa尺寸,27.42°-275°。每个应力状态不相同,垂直应力基本上略小于单位区域上岩石覆盖的重量。原位应力测量原理的应用及现场测量分析为道路煤矿膨胀区扩大区提供了可靠的巷道支持设计和参数优化,确保道路的安全性和平稳建设。

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