刘艳辉, 刘大安, 李守定, 程东幸. 2006: 龙滩水电工程左岸B区边坡压脚工程效果分析. 工程地质学报, 14(2): 239-244.
    引用本文: 刘艳辉, 刘大安, 李守定, 程东幸. 2006: 龙滩水电工程左岸B区边坡压脚工程效果分析. 工程地质学报, 14(2): 239-244.
    LIU Yanhui, LIU Da'an, LI Shouding, CHENG Dongxing. 2006: EFFECT OF PRESSING FOOT PROJECT ON THE LEFT BANK SLOPE OF LONGTAN HYDROPOWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 14(2): 239-244.
    Citation: LIU Yanhui, LIU Da'an, LI Shouding, CHENG Dongxing. 2006: EFFECT OF PRESSING FOOT PROJECT ON THE LEFT BANK SLOPE OF LONGTAN HYDROPOWER STATION. JOURNAL OF ENGINEERING GEOLOGY, 14(2): 239-244.

    龙滩水电工程左岸B区边坡压脚工程效果分析

    EFFECT OF PRESSING FOOT PROJECT ON THE LEFT BANK SLOPE OF LONGTAN HYDROPOWER STATION

    • 摘要: 龙滩水电工程左岸蠕变体B区边坡的变形和稳定是工程安全的关键。根据边坡地质与稳定性分析,边坡的整体稳定性主要取决于坡脚岩体的稳定性,因此,B区边坡治理采取了压脚的工程措施。本文采用数值模拟方法(三维离散单元法)分析了压脚前后B区边坡的整体稳定性,结果表明B区边坡压脚工程可有效控制边坡岩体的变形。同时,数值分析结果也与边坡地表和深部位移动态监测结果一致,证明了压脚工程的显著效果。

       

      Abstract: The deformation and stability of left bank slope B in Longtan Project is the key to safety of the project.Geologic and stability analyses indicate that overall stability of the left bank slope B depends on stability of the slope foot.Therefore,pressing slope foot is taken to stabilize the slope.Numerical simulation method of 3DEC(3D Discrete Element Code) is used to analyze stability of slope B in this paper.The results show: the pressing foot project can actively control the deformation of slope B.Numerical simulation results also match well with monitored displacement of the slope,which proves effectiveness of the pressing foot project on stabilizing the slope.

       

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