“11.6”特别重大坍塌事故矿区采场稳定性三维数值模拟分析
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摘要
本文采用岩土力学数值计算有限差分方法,建立了"11.6"矿难塌陷区采场的三维数学模型,反演了该采区的开采历史和围岩破坏、围岩应力分布、地表沉陷、监测点位移变化等情况,从力学角度阐述本次事故发生发展的过程,对地下采场的安全稳定性给出了客观的评价。为事故处理责任的认定和避免同类事故的发生提出了参考性意见。
Based on the finite difference method in rock-geotechnical mechanics,3D numerical simulation model of gyp- sum mine in collapse field was set up to judge the stability of underground mining area.Mining history,damage of wall rock,stress distribution,settlement of ground and displacement of monitor points were studied within the numerical mod- el.The results can give a reference for the responsibility confirmation,and make it possible to avoid some similar acci- dents.
引文
[1]张健,张世雄.石膏矿床冲击性地压灾害形成原因及其防范.建筑石膏与胶凝材料,2005,(6):9~11
    [2]刘铁民,钟茂华,王金安等.地下工程安全评价.北京:科学出版社,2005
    [3]张淑兰,刘剑平.火连寨石膏矿岩石力学参数测试与分析.有色矿冶,1999,(1):7~13
    [4]何国清,杨伦.矿山开采沉陷学.北京:中国矿业大学出版社,1991
    [5]张又敏,付桂珍.顶板岩性对近距离石膏矿层上行开采采场稳定性的影响.化工矿山技术,26(3):5~7
    [6]闻军,勾宪斌.邢台石膏矿矿震孕育过程及警示.地震地磁观测与研究,2007(4):36~39

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