路基边坡滑坡风险评估及治理方案研究
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中国市政工程西南设计研究总院有限公司

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Zhou wei,China Municipal Engineering southwest design and Research Institute Co.,Ltd,Chengdu,Sichuan Province 610081

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    摘要:

    为防范高等级公路营运期间路基边坡滑坡风险,本文立足于风险评估理论模型,依托某高速公路路基失稳事件实例,结合现场勘察检测数据和数学仿真计算,得出路基边坡滑坡发生率为21%、安全系数为1.04;在风险评估的基础上,分别从滑体上中下部三个角度提出了对应的三类路基边坡滑坡治理方案;综合对比治理后滑坡发生发生率和经济效益等因素,优选出最佳的坡面锚索框架梁支护结合预应力锚索抗滑桩支挡综合治理方案;最后对治理后的路基边坡效果进行评价。本文研究结果可为相关公路路基边坡滑坡灾害风险评估及治理提供完善的经验参考。

    Abstract:

    In order to prevent the risk of roadbed slope landslide during the operation of high-grade highways, this article is based on the risk assessment theoretical model, relying on an example of an expressway roadbed instability event, combined with on-site survey and detection data and mathematical simulation calculations, and the occurrence rate of roadbed slope landslides is obtained 21% and a safety factor of 1.04; based on the risk assessment, the corresponding three types of roadbed slope landslide treatment plans were proposed from the three angles of the upper, middle and lower parts of the slid body; comprehensive comparison of the occurrence rate and economic benefits of landslides after treatment Factors, the best comprehensive treatment plan of the slope surface anchor rope frame beam support combined with the prestressed anchor rope anti-slide pile support is selected; finally, the effect of the roadbed slope after treatment is evaluated. The research results of this paper can provide a perfect experience reference for the risk assessment and treatment of related roadbed slope landslide disasters.

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于浩楠,周维.路基边坡滑坡风险评估及治理方案研究[J].城市道桥与防洪,2022,(2):61-63,76.

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  • 收稿日期:2021-05-15
  • 最后修改日期:2021-06-15
  • 录用日期:2021-06-16
  • 在线发布日期: 2022-03-07
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