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1·In the process of reinforcing soft soil foundation by preloading, preloading rate will impact on excess pore pressure dissipation.

堆载预压法加固软土地基过程中，堆填速率将影响到超孔隙水压力的消散。

2·The initial relative density of the deposited sand, the velocity of the sphere and excess pore pressure ratio are the main factors in the tests.

试验中考虑了砂土的初始相对密度、钢球的运动速率、液化后砂土的超孔压比等因素的影响。

3·The excess pore pressure measured in the same site is also compared with them. The maximum influence radius of the increment of soil pressure under the pile tip is discuss...

也将同一场地测得的侧压力增量与超孔隙水压力进行比较，并对桩端下土压力增量的最大影响半径进行了讨论。

4·Different from cyclic loading acted on onshore foundation, the wave pressure plays double roles as: the surface loading imposed on the mudline and the boundary condition of excess pore pressure.

与常规陆上荷载不同，波压力不仅是外加的循环表面力，而且是海床表面的超静孔隙水压力边界条件。

5·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。

6·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；

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·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。

9·Loading rate effect, creep and stress relaxation should be attributed to the viscous properties of the sand specimens, but not to the delayed dissipation of excess pore water pressure.

加载速率效应、蠕变以及应力松弛都是砂土材料本身黏性的反映，而与超孔隙水压力的消散无关。

10·The possibility of a flow failure due to seepage with the redistribution of the excess pore water pressure after liquefaction has been pointed out.

前人曾指出液化后伴随着超孔隙水压重新分配的渗透会引起流体破坏的可能性。