ISSN 1000-3665 CN 11-2202/P

    基于正交试验设计的边坡预应力锚固参数敏感性分析

    Sensitivity analysis of slope prestressed anchorage parameters based on Orthogonal experiment design

    • 摘要: 阜新海州露天煤矿北帮边坡采用预应力锚固措施进行治理。本文为了给预应力锚固参数的选取提供可借鉴的依据,利用正交试验设计对预应力锚固参数(锚索间排距、预应力、锚固角、锚固段长度、锚索长度)进行了敏感性分析。分析结果表明,这5个参数对边坡稳定性系数的敏感性由大到小依次为:预应力、锚索间排距、锚索长度、锚固段长度、锚固角,预应力和锚索间排距是影响稳定性系数的主要因素。

       

      Abstract: Prestressed anchorage has been employed to reinforce northern slope of Haizhou open-pit coal mine in Fuxin City.Therefore,five parameters of prestressed anchorage,namely inter-row spacing of the anchor,prestress,anchorage angle,length of bond part and length of cable,were selected to analyze their sensitivity based on orthogonal experiment design.Sensitivity analysis results suggested that prestress and inter-row spacing of the anchor have the greater sensitivity to the slope stability than that of other three factors which means that prestress and inter-row spacing of the anchor were the main factors determining the stability factor of prestressed anchorage.Thus,an economy and effective control could be made in slope treatment with prestressed anchorage.

       

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