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.

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

    • 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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