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.
水压预测分别在刚性水锤及弹性锤两种情况下进行。
The water pressure is predicted according to the rigid water hammer or the elastic water hammer.
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