pore water pressure

基本解释

The excess pore water pressure of saturated soft clay foundation caused by pile pushing is obvious.
饱和软粘土地基沉桩过程中桩土挤压所引起的桩周土体超孔隙水压力效应是非常显著的。
The strain excess pore water pressure is a response of the residual strain potential coupled with the skeleton of soil.
应变超孔隙水压力是上耦合于骨架剩余应变势的反映。
The proposed analysis method is validated through the comparison of the values of excess pore water pressure, piezocone test, theoretical estimates and the data collected in four projects.
最后通过工程实例把孔压静探试验得出的超孔压值、理论值以及现场实测值进行了对比，初步验证了利用孔压静探试验估算沉桩过程中产生的超孔隙水压力的可行性。

孔隙水压力
Therefore the research of pore water pressure is one of the important issue in soil dynamics.
因此,孔隙水压力增长模式一直是土动力学研究的重要内容之一。
孔压
It is necessary to set up the pore water pressure model under complex stress condition.
因此,有必要建立复杂应力条件下的孔压—能量模式。
交通运输工程
孔隙水压力
The combination of these two effects delays the consolidation process; The settlement and the excess pore water pressure calculated by this method agree well with in-site measurement.
理论计算得到的沉降和超静孔隙水压力与实测结果进行了比较，两者吻合较好。
孔压