Numerical Simulation for the Deformation and Stability of Large Underground Stope after Excavation

D. Qing, Zi-qiang Zhu, Qun-yi Liu, Xian-qi He
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Abstract

In order to study the three dimensional stability of one large underground stope after excavation, the numerical simulation software FLAC3D is used to calculate the deformation and failure situation of the surrounding rock mass. The calculations are done for two cases of whether penetration taking place in the goaf. During calculation the effects of penetration of excavation areas to the stability of stope are analyzed. The results can give some guidance for the real practice.
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大型地下采场开挖后变形与稳定性数值模拟
为了研究某大型地下采场开挖后的三维稳定性,利用FLAC3D数值模拟软件对采场围岩的变形破坏情况进行了计算。对采空区是否发生侵彻进行了两种情况的计算。在计算过程中,分析了开挖区侵彻对采场稳定性的影响。研究结果对实际应用具有一定的指导意义。
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