首页> 外文会议>Proceedings of international symposium on rock mechanics and mine dynamic disaster prevention >Stability of Dip Bedded Soft Rock Slope in Surface Coal Mines Based on Displacement Monitoring
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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层状软岩边坡稳定性

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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边坡工程中,利用动态位移监测数据来判断边坡的稳定性至关重要。在分析典型滑坡位移演化特征的基础上,结合胜利东二号边坡的实际应用2露天煤矿,通过组织分析南坡设置的监测点的监测位移结果,分析了露天煤矿下倾软岩边坡的动力稳定性,分析了该边坡的相对不稳定区域和潜在的滑坡模式。研究结果表明:该边坡南部总体上处于稳定状态,东部较不稳定,其严重变形的主要原因是F68断层的存在和煤底板煤层薄弱层的暴露。 ,潜在滑坡模式为剪切平移滑动,以F68断层为侧边界,煤底板煤层a薄弱底部边界。这可以指导提出合理的滑坡治理措施,对类似的边坡工程具有一定的参考意义。

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