Then, transient response of vertical displacement, vertical stress and pile-soil stress ratio of some nodes in the elastic subgrade are computed in one single load cycle.
采用桩土分析法，计算分析在一个荷载周期内，弹性路基内各研究节点的位移、竖向应力、桩土应力比的瞬态响应。
When the vertical correlation distance is longer than the length of pile, it has small influence on the response variance of pile top settlement.
当竖向相关距离大于桩长时其变化对桩顶沉降响应方差影响不大的结论。
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