基于能量守恒原理滑石板岩质边坡滑坡速度分析
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The Forecast of Landslide Velocity and Accumulation Scale for A Rock Slope-Hushiban Slope,Liangjiaren Hydropower Station
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    摘要:

    针对云南省金沙江两家人水电站滑石板边坡拉裂区岩体,考虑滑坡体下滑过程中与坡下已有堆积体发生冲击碰撞的作用,基于能量守恒的原理,依据滑坡体锁固段储能方式的不同,计算了滑坡遽发时的速度,并且依次分析了滑坡下滑各阶段速度和加速度的变化,得出了滑坡体下滑的最终速度;考虑到初始启滑速度及其与坡下堆积体的冲击碰撞作用在预测滑坡的速度及堆积规模方面不可忽略,可为其他滑坡速度的预测和滑坡后减灾防灾综合分析提供参考。

    Abstract:

    In view of the rock mass in the split zone of the TALC SLAB slope of the Liangjiaren Hydropower Station in Jinsha River, Yunnan Province, the impact and collision between the slide mass and the accumulated mass under the slope were considered, and based on the principle of energy conservation, according to the different ways of energy storage in the locked section of the landslide, the speed of the landslide was calculated, and the change of the speed and acceleration in each stage of the landslide was analyzed in turn.Considering the initial sliding velocity and the impact and collision between the initial sliding velocity and the pile body under the slope, it can not be neglected in predicting the speed and scale of the landslide, which can provide a reference for the prediction of other landslide velocities and comprehensive analysis of disaster reduction and prevention after the landslide.

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郝晓平,段衍伟,唐博.基于能量守恒原理滑石板岩质边坡滑坡速度分析[J].科技与产业,2021,21(01):175-178

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  • 在线发布日期: 2021-03-09
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