1673-159X

CN 51-1686/N

高陡边坡的监测与稳定性分析

Monitoring and Stability Analysis of High-Steep Slope

  • 摘要: 从现场监测仪器获取的位移、应力方面的原始数据入手, 绘制出位移、应力随时间变化的曲线图, 并运用回归拟合分析方法, 在综合分析开挖过程中各种影响因素以及锚固工具对边坡锚固效果的基础上, 掌握了边坡的变形趋势及稳定状况。可为预测、预报及整治工程地质灾害等提供可靠的资料和科学的依据, 为工程的安全进行提供理论保障。

     

    Abstract: According to the original data of displacement and stress obtained from the field Monitoring instruments, the authors drew the displacement and stress curves with the variation of time.Regression fitting analysis method was used and various factors were also considered in the process of excavation and the effect of anchorage tools for the rock slope at the same time, so that the accurate information of the slope deformation characteristics and stability state can be found, and the normal conduct of the construction was ensured.

     

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