Abaqus中Cap Plasticity模型在土体动力模型中应用时为什么会产生很大的表面变形？ 20

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在Abaqus中采用Cap Plasticity 模型计算钢块撞击下地基土的压缩变形时，地表面上的单元发生向上的变形。采用具有相同参数的D-P模型或者M-C模型无此问题。
Abaqus中Cap Plasticity模型在土体动力模型中应用时为什么会产生很大的表面变形？的图1

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