首页> 外文会议>International Symposium on Mining Science and Technology; 20041020-22; Xuzhou(CN) >Numerical simulation of water seepage in over broken rock mass of gob
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Numerical simulation of water seepage in over broken rock mass of gob

机译:采空区破碎岩体渗水数值模拟

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Base on the assumptions that Yang's modulus, Poisson's ratio, compressive strength, friction angle, permeability and porosity pressure coefficient to obey the Weibul distribution, a finite element model of water seepage in full-mechanical top-coal caving is built. Numerical simulation of water seepage field in over broken rock of gob is carried out by RFPA (rock failure process analysis), respectively in both vertical and horizontal planes. The calculation results show that the gob is divided into three areas, namely: natural accumulation area, structure supporting area and compaction steady area. This is in accord with mining site practice perfectly. It indicates that the O-ring of the over broken rock in gob, about 20 meters in width, is the main channels of water seepage. The flow velocity of water is directly proportional to water pressure in the process of water inrush. It has important reference value to study the water seepage and water disaster in gob.
机译:基于杨氏模量,泊松比,抗压强度,摩擦角,渗透率和孔隙压力系数服从Weibul分布的假设,建立了综放工作面顶板渗水的有限元模型。通过RFPA(岩石破坏过程分析)分别在垂直和水平面上对采空区破碎岩石上的渗水场进行了数值模拟。计算结果表明,采空区分为自然堆积区,结构支撑区和压实稳定区三个区域。这完全符合采矿现场的做法。这表明,采空区中破碎岩石的O形圈(约20米)是渗水的主要渠道。在突水过程中,水的流速与水压成正比。对研究采空区的渗水与水害具有重要的参考价值。

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