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Stability of Dip Bedded Soft Rock Slope in Surface Coal Mines Based on Displacement Monitoring

机译:基于位移监测的地表煤矿浸床软岩坡稳定性

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Displacement monitoring technology is widely used in slope engineering,it is crucial to judge the stability of slope by using dynamic displacement monitoring data.On the basis of analysis displacement evolution characteristic of typical landslide,combined with the practical practice in slope of Shengli Eastern No.2 Surface Coal Mine,by organizing and analyzing the monitored displacement results of the monitoring points set at southern slope,the dynamic stability of surface mine down-dip soft rock slope is analyzed,the slope's relatively unstable area and the potential landslide mode predicated.The results prove as follows:the southern area of the slope is in stable condition on the whole,the east area is relatively unstable,and the main reasons for the severe deformation are the existence of F68 fault and the exposure of weak layers of coal baseboard seam,the potential landslide mode is shear-translational sliding with F68 fault as side boundary and weak layers of coal baseboard seam as bottom boundary.This could guide the proposing of rational measures about landslide control,and has some reference significance for similar slope engineering.
机译:位移监测技术广泛应用于坡度工程,这是通过使用动态位移监测数据来判断斜坡稳定性至关重要的。典型滑坡分析位移演化特征的基础,结合了胜利东部坡度的实践实践2表面煤矿,通过组织和分析南坡置于南坡的监测点的监测位移结果,分析了表面矿井下浸软岩斜率的动态稳定性,斜坡相对不稳定的区域和潜在的滑坡模式预测。该结果证明如下:斜坡的南部地区整体上稳定,东部地区相对不稳定,严重变形的主要原因是F68故障的存在和煤炭底板弱层的曝光,潜在的滑坡模式是剪切转换滑动,与F68故障作为侧边界和煤炭底板接缝弱层S底部边界。这可能指导提出关于滑坡控制的合理措施,对类似坡度工程具有一些参考意义。

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