谢东明. 2010: 某工程边坡失稳及稳定性分析. 工程地质学报, 18(S1): 210-213.
    引用本文: 谢东明. 2010: 某工程边坡失稳及稳定性分析. 工程地质学报, 18(S1): 210-213.
    XIE Dongming. 2010: SOME PROJECT SIDE SLOPE JITTER AND STABILITY ANALYSES. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 210-213.
    Citation: XIE Dongming. 2010: SOME PROJECT SIDE SLOPE JITTER AND STABILITY ANALYSES. JOURNAL OF ENGINEERING GEOLOGY, 18(S1): 210-213.

    某工程边坡失稳及稳定性分析

    SOME PROJECT SIDE SLOPE JITTER AND STABILITY ANALYSES

    • 摘要: 某工程边坡为中型土质滑坡,近似圆弧形,滑坡体分为4级滑面,除其后缘的一级滑面外,其它次级滑面的后缘陷落带宽3~8m不等,主滑方向为240,为牵引式滑坡。失稳的主要原因是开挖边坡和强降雨的影响,其次是支护和排水措施不到位。研究表明,滑坡破坏之前,稳定性系数较低,处于不稳定的状态,受降雨的影响,边坡极易失稳。

       

      Abstract: Slope of a project for the medium soil slope,similar to arc-shaped,divided into four landslide slip surface,with the exception of a slip surface was edge,other edge of the secondary slide surface after the fall of the bandwidth 3~8m range primary slip direction 240,for the Towed landslide.The main reason is the excavation slope instability and the impact of heavy rain,followed by support and drainage measures are not in place.Research shows that before the landslide damage,low coefficient of stability,in an unstable state,the impact of rainfall,slope vulnerable to instability.

       

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