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老采空区地基稳定性模拟分析
引用本文:贾新果,孙景来.老采空区地基稳定性模拟分析[J].矿业快报,2008,24(10).
作者姓名:贾新果  孙景来
作者单位:煤炭科学研究总院北京安全技术研究所
摘    要:利用FLAC2D有限差分程序对老采空区上方地表新建建筑物载荷作用下的地基稳定性进行了模拟分析.研究结果表明,该方法是可行的.为老采空区上方新建建筑物地基稳定性的评价提供了一种新的分析方法.

关 键 词:老采空区  冒落裂缝带高度  地基稳定性

Simulation Analysis of Foundation Stability Above Old Goaf
Jia Xinguo,Sun Jinglai.Simulation Analysis of Foundation Stability Above Old Goaf[J].Express Information of Mining Industry,2008,24(10).
Authors:Jia Xinguo  Sun Jinglai
Affiliation:Jia Xinguo Sun Jinglai (Beijing Research Institute of Mine Safety Technology,China Coal Research Institute)
Abstract:A simulative analysis was carried out upon the foundation stability under load action of newly built buildings above an old goaf by using the FLAC2D finite difference program. The results showed that the method was feasible. It provided a new analytical method for evaluating the foundation stability of newly built buildings above the old goaf.
Keywords:Old goaf  Height of caving and fracture belt  Foundation stability  
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