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An improved inversion of Donghekou landslide considering 'starting-elastic-impulsive' acceleration mechanism

机译:考虑“起动-弹性-脉冲”加速机理的东河口滑坡逆演改进

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摘要

High-speed remote landslides have been the focus of landslide research because of their fast movement, long slidingdistance, and large damage range. This paper takes the Donghekou landslide as an example and establishes a more reasonable3D model based on high-precision DEM data. Under the premise of considering the landslide initiation mechanism,the complete dynamic process of Donghekou landslide initiation-acceleration-impact fold-deceleration accumulation isreproduced by PFC3D numerical simulation software. The numerical simulation results are consistent with the actualsituation. The results show that the Donghekou landslide took about 20 s from the moment of initiation to the moment ofimpact with the barrier, about 25 s from the start of impact with the barrier to the complete departure from the barrier,and about 19 s from the end of impact to deposition. The maximum velocity of about 58.5 m/s and the maximum displacementof about 2159.0 m are typical of ultra-high-speed remote landslides. The maximum displacement and maximumvelocity of the slide show a decreasing pattern from head to tail and from surface to base, except for the distribution ofthe maximum displacement at the head, which does not show a clear pattern. Divide the sliding mass into left and rightparts, for sliding mass with the same longitudinal position: the left side has the maximum velocity and the right side hasthe maximum displacement.
机译:高速远程滑坡因其移动速度快、滑移距离长、破坏范围大等特点,一直是滑坡研究的重点。本文以东河口滑坡为例,基于高精度DEM数据建立了更合理的三维模型。在考虑滑坡起始机理的前提下,利用PFC3D数值模拟软件再现了东河口滑坡起生-加速-冲击褶皱-减速累积的完整动态过程。数值模拟结果与实际情况相符。结果表明:东河口滑坡从开始到与屏障撞击用时约20 s,从与屏障开始撞击到完全脱离屏障约用时25 s,从撞击结束到沉积用时约19 s;超高速远端滑坡的最大速度约为58.5 m/s,最大位移约为2159.0 m。载玻片的最大位移和最大速度显示出从头部到尾部以及从表面到底部的减小模式,但头部最大位移的分布没有显示出清晰的模式。将滑动质量分为左右两部分,对于具有相同纵向位置的滑动质量:左侧速度最大,右侧位移最大。

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