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Physical Model Experiment of Surrounding Rock Failure Mechanism for the Roadway under Deviatoric Pressure form Mining Disturbance

机译:采动扰动偏斜压力作用下巷道围岩破坏机理物理模型试验

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摘要

A physical model experiment was conducted to study the surrounding rock failure mechanism for the roadway under deviatoric pressure from mining disturbance. During the excavation process, a self-developed deviatoric pressure reaction system was used to realize deviatoric pressure loading. Meanwhile, a digital photogrammetric measurement system and a static strain data collection system were utilized to obtain the deformation, strain and stress of the model. The deviatoric pressure stress field characteristic and deformation failure mechanism of roadway were investigated by synthetic analysis of experimental data and displacement vector diagram. The physical experimental results showed that mining disturbance had an inevitable influence on the formation of roadway deviatoric pressure, which caused the V-shaped distribution of pressure stress above the roadway. The V-shaped deviatoric pressure stress caused the roadway asymmetric deformation that was proportional to the deviatoric pressure stress above the roadway. And the asymmetric deformation further aggravated the degree of deviatoric pressure stress and formed a vicious cycle, which resulted in the instability of the roadway. In addition, a numerical simulation under deviatoric pressure was conducted to verify the accuracy of physical experimental results. This study can provide helpful references for researching the instability behavior of the roadway.
机译:进行了物理模型实验,研究了开采扰动引起的偏压力下巷道围岩破坏机理。在开挖过程中,使用了自行开发的偏压力反应系统来实现偏压力加载。同时,利用数字摄影测量系统和静态应变数据采集系统获得模型的变形,应变和应力。通过对实验数据和位移矢量图的综合分析,研究了巷道的偏压力应力场特征和变形破坏机理。物理实验结果表明,采矿扰动对巷道偏压力的形成具有必然的影响,导致巷道上方压力应力呈V形分布。 V形偏压力应力引起巷道非对称变形,该变形与巷道上方的偏压力成比例。不对称变形进一步加剧了偏压力应力的程度,形成了恶性循环,导致巷道不稳。另外,在偏压力下进行了数值模拟,以验证物理实验结果的准确性。该研究可为研究巷道失稳行为提供有益的参考。

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