伍法权. 2004: 岩质高陡边坡变形与稳定性评价工程地质工作方法. 工程地质学报, 12(S1): 199-211.
    引用本文: 伍法权. 2004: 岩质高陡边坡变形与稳定性评价工程地质工作方法. 工程地质学报, 12(S1): 199-211.
    WU Faquan. 2004: ENGINEERING GEOLOGY ASSESSMENT PROCEDURE FOR DEFORMATION AND STABILITY OF HIGH STEEP ROCK SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 199-211.
    Citation: WU Faquan. 2004: ENGINEERING GEOLOGY ASSESSMENT PROCEDURE FOR DEFORMATION AND STABILITY OF HIGH STEEP ROCK SLOPES. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 199-211.

    岩质高陡边坡变形与稳定性评价工程地质工作方法

    ENGINEERING GEOLOGY ASSESSMENT PROCEDURE FOR DEFORMATION AND STABILITY OF HIGH STEEP ROCK SLOPES

    • 摘要: 随着我国大规模的基础设施建设,特别是西部大开发战略的实施,在我国产生和形成许多高陡边坡。但是对于高度大于30m的高陡边坡,如何评价其变形和稳定性问题,仍然无规范可循。为此,作者推荐此岩质高陡边坡变形与稳定性评价方法,为制定规范提供参考。

       

      Abstract: There exist many high slopes in the process of building of large-scale infrastructure, especially in the process of the west exploitation policy putting into force. However, there is still no code for assessment of deformation and stability of slope with height over 30m. In order to fill up the blank, a draft engineering geological assessment procedure was presented, which will give reference for drawing up design code for these slopes.

       

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