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Revival Deformation Mechanism of Hefeng Landslide in the Three Gorges Reservoir based on FLAC Software

机译:基于FLAC软件的三峡库区伊峰滑坡复兴变形机制

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Based on groundwater flow equation and static equilibrium equations, coupling model of seepage and stress field of Hefeng landslide was built by FLAC3D software, and then revival deformation mechanism was analyzed. Results show that, landslide displacement constraint at the toe of landslide occurred for osmotic pressure while the reservoir water rises to 173 meters, and reservoir water don't lower the stability of accumulative landslide. But displacement constraint at the toe of landslide gradually reduced while reservoir water drops from 173 meters to 169 meters, and deformation at front border is bigger than rear border, and displacement vectors toward outside slope, so reservoir water dropdown would lower the stability of such accumulation landslide, and then the left part of landslide revived.
机译:基于地下水流动方程和静态平衡方程,由FLAC3D软件构建了伊峰滑坡渗流和应力场的耦合模型,分析了复兴变形机制。结果表明,岩滑坡脚趾的滑坡位移约束发生渗透压,而水库水上升至173米,水库水不会降低累积滑坡的稳定性。但坡滑坡脚趾的位移约束逐渐减少,而水库水滴从173米到169米,前边界的变形大于后边框,而朝向外坡的位移矢量将降低这种累积的稳定性滑坡,然后落在山坡的左半部分复活。

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