刘永平, 佴磊, 亓宾. 2004: 集丹公路K6+606-K6+705段滑坡稳定性分析及其加固处理. 工程地质学报, 12(S1): 325-328.
    引用本文: 刘永平, 佴磊, 亓宾. 2004: 集丹公路K6+606-K6+705段滑坡稳定性分析及其加固处理. 工程地质学报, 12(S1): 325-328.
    LIU Yongping, . 2004: ANALYSIS OF LANDSLIPE STABILITY AND REINFORCEMENT MEASURES ON K6+606-K6+705 OF JIDAN ROAD. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 325-328.
    Citation: LIU Yongping, . 2004: ANALYSIS OF LANDSLIPE STABILITY AND REINFORCEMENT MEASURES ON K6+606-K6+705 OF JIDAN ROAD. JOURNAL OF ENGINEERING GEOLOGY, 12(S1): 325-328.

    集丹公路K6+606-K6+705段滑坡稳定性分析及其加固处理

    ANALYSIS OF LANDSLIPE STABILITY AND REINFORCEMENT MEASURES ON K6+606-K6+705 OF JIDAN ROAD

    • 摘要: 以具体滑坡工程为例,详细分析了该滑坡的工程地质条件,对其滑动机制进行了阐述。依据滑坡的整体现状,进行分区评价,得出不同区域的稳定性状。同时运用刚体极限平衡方法对滑坡进行了整体稳定性和局部稳定性分析计算,确定了支护设计参数,而后在此基础上采用了锚喷、素喷护面、锚索等工程措施进行了综合处理,取得了较好的效果。

       

      Abstract: By the example of the specific landslope,this paper gives the sliding mechanics of the landslope on the base of the detailed geologic conditions analysis, and presents the stability of different region according to the evaluating of all regions. At the same time, we use the limit equilibrium method to evaluate the local stability and the whole stability of the landslope, then give the design parameters. According to these, such measures as mesh shot concrete, concrete facing and anchor are applied to reinforce the landslope.

       

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