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Post-failure simulations of a large slope failure using 3DEC: The Hsien-du-shan slope

机译:使用3DEC的大型斜坡故障的失败后模拟:Hsien-du-Shan Slope

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The goal of this paper is to evaluate the post-failure behavior of the Hsien-du-shan rock avalanche, which was triggered by Typhoon Morakot in 2009, using a three-dimensional (3D) discrete element program, namely, 3DEC. The 3D slope topography and local joint sets are explicitly considered in the calculations, and the joint sets cut the sliding rock mass into blocks with arbitrary shapes. The modeled blocks exhibit the elastic behavior of the local rocks. The analysis successfully simulates the wedge failure at the initiation of the landslide. Additionally, the 3DEC results clarify the local rock sliding phenomena at the boundaries of the source area. The simulated depositional area correlates well with the actual area affected by the Hsien-du-shan rock avalanche. In addition, the erosion of a ridge by the sliding rock near the southwestern margin of the area at an elevation of 590 m has a significant influence on the shape and size of the impacted area. The interlocking effect between blocks is also considered.
机译:本文的目标是评估Hsien-du-Shan Rock Avalanche的失败者行为,它是由2009年的Typhoon Morakot触发的,使用三维(3D)离散元件程序,即3DEC。在计算中明确考虑了3D斜率地形和局部关节组,并且关节套将滑动岩体切成块,以任意形状。所建模的块表现出局部岩石的弹性行为。分析成功模拟了滑坡启动时的楔形失效。此外,3DEC结果阐明了源区界限的本地摇滚滑动现象。模拟沉积区域与由Hsien-du-Shan Rock Avalanche影响的实际面积相关联。此外,在590米的区域的西南部边缘附近的滑动岩石附近的滑动岩石的侵蚀对受影响区域的形状和尺寸具有显着影响。还考虑了块之间的互锁效果。

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