基于GeoSlope 的多因素影响下锚索边坡稳定性研究
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TV223

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Stability of anchor cable slope affected by multi-factors based on GeoSlope
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    摘要:

    为探究锚索锚固参数对岩石边坡稳定性影响,通过对工程边坡建立计算数值模型,借助GeoSlope 软件中的Slope/w 边坡稳定性分析模块对锚索的长度、锚索间距、锚索预应力的变化与边坡稳定性之间的关系进行分析。结果表明:增加锚索长度和锚索的预应力能提高边坡的安全系数,增大锚索间距会对边坡稳定性产生不利影响;边坡加装锚索能有效减少变形,降低边坡风险,增强边坡的稳定性。研究结果可为类似边坡稳定的工程设计参数选择提供参考。

    Abstract:

    In order to investigate the influence of anchor cable anchoring parameters on the stability of rock slopes,a numerical model was established for engineering slopes,and the relationship between the length,spacing,and prestress of anchor cables and slope stability was analyzed using the Slope/w module in GeoSlope software. The results indicate that increasing the length and prestress of anchor cables can improve the safety factor of the slope,while increasing the spacing between anchor cables can have adverse effects on the stability of the slop. Adding anchor rods to slopes can effectively reduce the deformation and risk of slopes,and enhance slope stability. The research results can provide reference value for the selection of engineering design parameters similar to slope stability.

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方修武.基于GeoSlope 的多因素影响下锚索边坡稳定性研究[J].江西水利科技,2024,(3):

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  • 在线发布日期: 2024-07-10
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