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Comprehensive Experimental Study of Affecting Factors on Rectangular Roadway Stability

机译:矩形巷道稳定性影响因素的综合实验研究

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摘要

In this paper, two methods of orthogonal numerical simulation test and similar material simulation test are used to study the influence of five factors on the stability of rectangular roadway: roadway width, roadway height, roadway buried depth, lateral pressure coefficient of surrounding rock, and comprehensive strength of surrounding rock. The results show that five factors have influence on the stability of roadway, but the degree of influence is different. The depth of the tunnel and the coefficient of the side pressure of the surrounding rock are positively correlated with the stability of the tunnel; the comprehensive strength of the surrounding rock is negatively correlated with the stability of the tunnel, but the correlation between the width and height of the tunnel and the stability of the tunnel is not obvious. The results of orthogonal numerical simulation test and similar material simulation test verify each other. The results of the field practice of the Fucun coal mine are basically consistent with the results of the two test methods, which shows that the research results have a certain guiding effect on the field roadway support.
机译:本文中,两种正交数值模拟试验和类似材料仿真试验的方法用于研究五个因素对矩形道路稳定性的影响:道路宽,道路高度,道路埋藏深度,周围岩石的横向压力系数周围岩石的综合实力。结果表明,五个因素对道路的稳定性有影响,但影响程度不同。隧道的深度和周围岩石的侧压的系数与隧道的稳定性正相关;周围岩石的综合强度与隧道的稳定性负相关,但隧道的宽度和高度与隧道稳定性之间的相关性并不明显。正交数值模拟试验的结果及类似的材料仿真试验彼此验证。 Fucun煤矿现场实践的结果与两种测试方法的结果一致,表明研究结果对现场道路支持有一定的指导效果。

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