高边坡安全监测资料反馈分析研究

Feedback Analysis and Research on Safety Monitoring Data of High Slope

文章进行高边坡安全监测资料的反馈分析研究,为指导施工、反馈设计、边坡稳定评价及确保边坡稳定运行提供重要保障。通过综合分析某高速公路高边坡的多点位移计监测资料、测斜仪监测资料以及外观变形监测资料,推断边坡滑动面位置,进一步评价边坡稳定状况。通过详细分析多种安全监测资料,可以推断出高边坡滑带、滑体厚度、位移错动带等不利结构面所在的位置,能对加固措施和支护参数,开挖方案等进行动态优化调整。分析研究表明,通过多种监测资料的反馈信息,可达到动态优化设计和信息化施工的目的。

By feedback analysis and research on the safety monitoring data of high slope,the important guarantee could be provided for construction guiding,feedback design and slope stability evaluation.The sliding zone is inferred here and the slope stability is further evaluated by the comprehensive analysis of multi-point extensometer monitoring data,inclinometer monitoring data and appearance deformation data of some slopes.On the basis of the feedback information,the sliding zone and the thickness of sliding body could be decided and the reinforcing measures,supporting parameters and excavation scheme could be dynamically optimized.The study could provide the reliable analyzing basis for the optimal design and informational construction of high slopes.