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- W929635064 abstract "把有限元素方法基于 elastoplastic 模型， 2D 和 3D (女性) 被用来在斜坡顶在严肃和一致负担下面在软泥土斜坡计算压力和排水量分发。稳定性分析显示那 3D 边界效果与斜坡的压力水平变化。当斜坡是稳定的时， 3D 空间的结束效果不是显著的。Whenthe 稳定性减少，结束效果发生；当斜坡以限制状态时，结束效果到达最大值。引起斜坡失败的精力沿着 y-z 节优先地传播，并且当失败抵抗能力到达限制状态时，精力能沿着 X 轴延长方向。在顶上的一致负担下面的斜坡的 3D 效果与到斜坡高度的负担影响宽度的比率有关，并且效果与比率的减少是显著的。" @default.
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- W929635064 date "2006-01-01" @default.
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- W929635064 title "Stress and Displacement Distribution of Soft Clay Slope with 2D and 3D Elastoplastic Finite Element Method" @default.
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