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侧压对底板切槽围岩稳定性影响模拟分析

Numerical Simulation Analysis of the Influence of Lateral Pressure on Stability of Surrounding Rock

中文摘要英文摘要

底板切槽是一种通过改变围岩应力状态抑制底鼓的主动防治措施。采用数值模拟研究不同侧压系数条件下底板切槽对围岩变形及应力演化规律的影响,研究结果表明:底板切槽会引起帮、顶位移的增加,从控制围岩变形的角度,底板切槽更适合于侧压系数较大的巷道;底板切槽对顶板围岩应力分布没有明显影响,随切槽深度的增加,帮、底围岩应力峰值向深部转移同时峰值降低,帮部以应力峰值降低为主,底板以应力峰值向深部转移为主;侧压系数越大,帮、顶应力峰值向深部转移的距离越小。

Floor grooving is an active measure to control floor heave by changing the stress state of surrounding rock. The influence of floor grooving on deformation of surrounding rock and law of stress evolution has been researched by numerical simulation under different lateral pressure coefficients. The results show that: floor grooving can lead to increase of roof and floor displacement, it is more suitable for large lateral pressure coefficient; the influence of floor grooving on roof stress distribution isn't obvious; with the increase of depth of groove, the stress peak of sides and floor shift to deep and the value decrease at the same time, the main change of floor is that the stress peak shift to deep; the lateral pressure coefficient larger, the distance of peak shift is smaller.

王龙龙、阚甲广、刘宁宁

矿山压力、矿山支护

侧压系数底板切槽数值模拟巷道变形应力演化

lateral pressure coefficientfloor groovingnumerical simulationroadway deformationstress evolution

王龙龙,阚甲广,刘宁宁.侧压对底板切槽围岩稳定性影响模拟分析[EB/OL].(2011-09-13)[2025-04-27].http://www.paper.edu.cn/releasepaper/content/201109-187.点此复制

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