黄骁, 祁生文, 孙进忠. 2004: 山脚建筑物场地边坡稳定分析评价. 工程地质学报, 12(S1): 297-301.
    引用本文: 黄骁, 祁生文, 孙进忠. 2004: 山脚建筑物场地边坡稳定分析评价. 工程地质学报, 12(S1): 297-301.
    HUANG Xiao, QI Shengwen, SUN Jinzhong. 2004: STABILITY ASSESSMENT OF SIDE SLOPE OF CONSTRUCTION SITE AT THE FOOT OF HILL. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 297-301.
    Citation: HUANG Xiao, QI Shengwen, SUN Jinzhong. 2004: STABILITY ASSESSMENT OF SIDE SLOPE OF CONSTRUCTION SITE AT THE FOOT OF HILL. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 297-301.

    山脚建筑物场地边坡稳定分析评价

    STABILITY ASSESSMENT OF SIDE SLOPE OF CONSTRUCTION SITE AT THE FOOT OF HILL

    • 摘要: 场地外侧边坡稳定性分析评价是山区山脚建筑物场地地质灾害评价的重要内容之一。本文结合位于北京密云县溪翁庄密云水库大坝东侧的簏秀佳园9#楼场地外侧的边坡稳定性分析,阐述了山脚建筑物场地边坡稳定性分析评价的方法,可为类似的山地建筑场地地质灾害评估提供参考。

       

      Abstract: Slope stability assessment is one of important contents of geological disaster assessment for a construction site in hill area. Taking the slope of the construction site at the foot of a hill by the east of Miyun reservoir dam as an example, this paper expatiates the analysis method of slope stability for a construction site at the foot of a hill. It could be a worthful example to the geological disaster assessment for the construction site in hill area.

       

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