PREDICTION OF THE PARAMETERS OF THE CAVE-IN ROCK FORMATION IN ROOF OF THE LONGWALL OF COAL MINES

A. Serhiienko, I. Liashok, L. Serhiienko, S. Podkopaiev, O. Kohtieva
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Abstract

Purpose. Process research of the parameters of the cave-in rock formation in roof of the 9th northern longwall of block #10 “Mines Control Pokrovske” Method. Numerical modeling of the volumetric stress-strain state (finite element method), the method of continuous media, the method of contact interaction of surfaces, analytical studies of the process of the formation of rock cave-in of the immediate roof. Results. The article presents the results of numerical modeling of the three-dimensional stress-strain state of a layered rock massif, with boundary conditions of contact interaction between rock layers and with the load of gravitational forces. The results of the grapho-analytical method of modeling the volume formation of fallout formation are presented on the example of working out the 9th northern bench of block No. 10 “PRAT Mine Management Pokrovske”. Calculated collapse parameters of the direct and main roof. The obtained parameters of fallout and their location. Scientific novelty The results of predicting the formation of cave-in rock the immediate roof of cleaning potholes using the volumetric stress-deformed state of a layered massif with the gravitational load of rock layers are presented. The results of predicting the formation of cave-in rock using the rock crack resistance criterion are presented. Practical significance. The practical significance lies in the method of predicting the processes of cave-in rock formation in the immediate roof during the working of coal seams and determining their parameters. The calculation process of numerical modeling of the step-by-step increase of the produced space gives a general picture of the state of rock layers above the produced space and their destruction zones, and determines the following measures to strengthen the roof in the coal face.
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煤矿长壁顶板崩落岩体参数预测
目的。“控矿波克罗夫斯克”法对10号区块北九长壁顶板崩落岩层参数的工艺研究体应力-应变状态数值模拟(有限元法)、连续介质法、接触面相互作用法、直接顶板垮落岩形成过程的分析研究。结果。本文介绍了层状岩体三维应力-应变状态的数值模拟结果,其边界条件为岩层之间的接触相互作用和重力荷载。以“PRAT矿管波克罗夫斯克”10区块北九段为例,介绍了用图形解析法模拟沉降体体积形成的结果。计算了直接顶板和主顶板的坍塌参数。所得沉降物参数及其位置。本文介绍了利用层状岩体的体积应力-变形状态在岩层重力荷载作用下预测崩落岩清理坑直接顶板形成的结果。给出了用岩石抗裂准则预测塌落岩体形成的结果。现实意义。该方法的实际意义在于预测煤层开采过程中直接顶板垮落岩的形成过程并确定其参数。采煤空间逐级增大数值模拟的计算过程,对采煤空间上方岩层的状态及其破坏区域进行了全面的了解,并确定了采煤工作面顶板加固措施。
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