通过室内淤泥质饱和软粘土的动力固结试验，考虑不同锤重和落距组合情况，对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。
Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.
淤泥中的负孔隙水压力则较小，其数值大小主要取决于所处位置的软土特性。
But the negative pore water pressure in the soft soil is smaller, which is decided by the geologic characteristics of the soft soil.
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