叶万军, 王东耀, 折学森, 倪万魁, 陈志新, 付兵先. 2005: 一种黄土高边坡设计的新方法. 工程地质学报, 13(3): 415-418.
    引用本文: 叶万军, 王东耀, 折学森, 倪万魁, 陈志新, 付兵先. 2005: 一种黄土高边坡设计的新方法. 工程地质学报, 13(3): 415-418.
    YE Wanjun, WANG Dongyao, SHE Xuesen, NI Wankui, CHEN Zhixin, FU Bingxian. 2005: A NEW DESIGN METHOD FOR A HIGH LOESS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 13(3): 415-418.
    Citation: YE Wanjun, WANG Dongyao, SHE Xuesen, NI Wankui, CHEN Zhixin, FU Bingxian. 2005: A NEW DESIGN METHOD FOR A HIGH LOESS SLOPE. JOURNAL OF ENGINEERING GEOLOGY, 13(3): 415-418.

    一种黄土高边坡设计的新方法

    A NEW DESIGN METHOD FOR A HIGH LOESS SLOPE

    • 摘要: 根据黄土高边坡破坏面的实际特征,假定最危险滑动面为抛物线型,对高边坡进行可靠度分析,应用数学原理,建立了黄土高边坡的设计模型,并对铜黄一级公路黄土高边坡进行分析验证,结果表明,该方法计算的结果与实际较接近。该方法物理意义明确,易操作,可供设计人员参考。

       

      Abstract: This paper presents reliability analyses by assuming a parabolic failure surface based on field observation of failure characteristics of high loess slopes. A design model is developed for the high loess slope accordingly and is tested using the loess high slope of Tong-Huang highway.

       

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