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某水电站边坡稳定性分析及治理方案研究

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[目的]为了消除西藏某存在潜在不稳定岩体的水电站边坡的地质灾害隐患,有必要对其稳定性进行研究并提出治理方案.[方法]以边坡地质勘察和结构面分析结果为基础,选用3个典型剖面构建二维边坡,采用极限平衡法对该边坡在3种不同工况下的稳定性进行计算.[结果]稳定性计算结果表明,3个典型剖面在3种工况下的稳定性系数计算结果均大于1.2,该边坡整体处于稳定阶段;根据稳定性计算结果提出了格构梁+预应力锚索+主动防护网+监测的治理措施.[结论]研究该边坡的稳定性,并针对不稳定岩体提出治理方案,可为类似工程提供参考.
Study on Slope Stability Analysis and Management Scheme of a Hydropower Station
[Purposes]In order to eliminate the geological hazards of a hydropower station slope with po-tentially unstable rock mass in Xizang,it is necessary to study its stability and propose a treatment plan.[Methods]Based on the results of geological investigation and structural analysis of the slope,three typi-cal profiles were selected to construct a two-dimensional slope,and the stability of the slope under three different working conditions was calculated by the limit equilibrium method.[Findings]The stability cal-culation results show that:the stability coefficients of the three typical profiles under the three working conditions are all greater than 1.2,and the slope is in a stable stage;according to the stability calculation results,the management measures of lattice beam+prestressed anchor cable+active protection network+monitoring are proposed.[Conclusions]This study calculates the stability of the slope and puts for-ward the management scheme,which can provide reference for similar projects.

hydropower station slopeslope stability analysislimit equilibrium methodslope manage-ment

秦波、戴宇辰、范洋辉

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华东勘测设计院(福建)有限公司,福建 福州 350003

中国电建集团华东勘测设计研究院有限公司,浙江 杭州 311122

水电站边坡 边坡稳定性分析 极限平衡法 边坡治理

2024

河南科技
河南省科学技术信息研究院

河南科技

影响因子:0.615
ISSN:1003-5168
年,卷(期):2024.51(19)