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An Analysis of Stresses and Displacements Around a Fault Due to Longwall Face Advance

机译:由于长墙面前进引起的故障周围的应力和位移分析

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This study has analyzed 3D stress and displacement distributions around a retreating longwall face intercepted by a geological fault. Analyses considered longwall set-up and development entries, and the longwall face. Linear elastic rock mass behavior was used for analysis except in areas adjacent to the fault where non-linear Hoek- Brown failure criterion was used. Data analyses along several lines in the roof and floor included roof-to-floor displacements and stress concentration factors. The displacements across the face in set-up entries were 35% larger with the fault present. Similar data parallel to the face advance varied with the face location. Vertical displacements were similar for this specific fault orientation. Similar analyses are also included for development entries and T-junctions. These data were compared with field measurements in longwall set-up and development entries.
机译:该研究分析了由地质故障拦截的退缩长墙面周围的3D应力和位移分布。 分析考虑了Longwall设置和开发条目,以及长壁面。 除了使用非线性Hoek-棕色故障标准的故障附近的区域外,线性弹性岩体的分析用于分析。 数据分析沿屋顶和地板的几条线包括屋顶位移和应力集中因子。 随着故障存在的情况下,设置条目中面对面的位移比35%更大。 与面部提前平行的类似数据随面部位置而变化。 对于这种特定的故障方向,垂直位移类似。 还包括类似的分析用于开发条目和T-Chronction。 将这些数据与LongWALL设置和开发条目中的现场测量进行了比较。

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