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An analytical solution for the geometric broken characteristics of the overlying strata and its physical modeling study in longwall coal mining

机译:覆盖岩层几何破碎特征的分析解决方案及其在长墙煤矿中的物理建模研究

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The broken positions of the overlying strata might lead to different geometric configurations of the caving overburden and also have an impact on the coal mine pressure behaviors and dynamic mine hazards in the open face area. This paper has developed a roof failure analytical model combining the beam on the elastic foundation theory and the cantilever beam theory. The model gives the analytical solutions for the roof broken positions, rock broken angle, and strata broken angle. The results show that (1) the roof broken position is moved forward ahead of the face with decreasing feature coefficient, (2) the strata broken angle is not only influenced by the feature coefficient but also in direct proportion to the ratio of the uniformly distributed load over the roof stiffness, and (3) the theoretical model is capable of simulating the three geometric configurations of the disturbed overlying strata, i.e., the regular trapezoid-shaped, rectangular-shaped, and inverted trapezoid-shaped configurations. An improved physical modeling study is performed in order based on the deviation analysis on the conventional physical modeling studies. The physical model physically realistically reproduces three of the abovementioned geometric caving configurations predicted by the analytical model.
机译:覆盖层的破碎位置可能导致洞穴覆盖层的不同几何配置,并且对煤矿压力行为和开放面积的动态矿井危险产生了影响。本文开发了一种屋顶故障分析模型,将光束与弹性基础理论与悬臂梁理论相结合。该模型为屋顶折叠位置,岩石断裂角和地层破碎角提供了分析解决方案。结果表明,(1)屋顶断裂位置在面上向前移动,具有降低的特征系数,(2)Strata断角不仅受特征系数的影响,而且与均匀分布的比例直接成比例负载屋顶刚度,(3)理论模型能够模拟干扰覆盖层的三个几何构造,即常规梯形形,矩形和倒梯形构造。基于传统物理建模研究的偏差分析,按顺序进行改进的物理建模研究。物理模型物理地实地再现由分析模型预测的上述几何崩落配置的三个。

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