首页> 外文会议>2002 International Symposium on Mining Science and Safety Technology (2002 ISMSST) Mar, 2002 Jiaozuo >The Mechanics Mechanism on Water-bursting of Underground Cavity and the Effect Analysis of Slip Flow
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The Mechanics Mechanism on Water-bursting of Underground Cavity and the Effect Analysis of Slip Flow

机译:地下空腔注水的力学机理及滑流影响分析

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摘要

Aiming at the appearance of coal floor uplift water bursting, this article analyzes the characteristics of the stress and strain within the rock mass around a cavity before and after its formation. In this paper, the authors calculated, tested and verified the change tendency of stress and strain within the rock mass below a cavity under these three conditions: a well-distributed, a concentrated and an actual loading, summed up the mechanical conditions on the type of water-bursting of coal floor uplift, and also analyzed and put forward a dangerous depth of water-bursting and the important action of slip flow on the coal floor uplift water-bursting.
机译:针对煤层隆起突水现象,分析了腔体形成前后腔体内岩体的应力应变特征。在本文中,作者计算,测试并验证了在以下三个条件下,空腔以下岩体中应力和应变的变化趋势:分布均匀,集中和实际载荷,总结了该类型的力学条件。分析了煤层隆起突水的危险性,并提出了危险的突水深度和滑移对煤层隆突突水的重要作用。

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