1·Excess pore water pressure in soil increases with the increasing of excitations.
随振动激励次数的增加，土中超孔隙水压力增大；
2·Based on this assumption, a formula for computing pore water pressure was developed.
根据这个假设，提出了孔隙水压力的计算公式。
3·Otherwise, at unloading, it decreases gradually with reducing of pore water pressure.
卸载段，随着孔隙水压力减小，耗散能逐渐减小。
4·The excess pore water pressure at the interface of the pile and soil is discussed too.
还对桩-土界面处的超孔隙水压力进行了讨论。
5·Rising of pore water pressure induced by some man-made factors intensifies the deformation.
一些人为因素引起的孔隙水压力升高，加剧了变形。
6·The research of dynamic stability shows it important to consider excess pore water pressure.
通过对动力稳定性研究表明了考虑孔隙水压力影响的重要性。
7·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。
8·Finally, the curves of axial strain and dynamic pore water pressure coefficient were figured and analyzed.
最后，绘制了试样轴向应变与动孔隙水压力系数的关系曲线，并分析了曲线的变化规律。
9·Time is adopted to analyze excess pore water pressure due to driven pile in clay; and a formula is derived.
引入时间参数分析在粘土中沉桩时所引起的超静孔隙水压力，给出了考虑固结效应的超静孔隙水压力的解。
10·Combined with the pore water pressure model, soil liquefaction under the seismic excitation can be modeled.
结合孔隙水压力模型可以模拟地震作用引起的饱和砂土液化问题。