Second, with anisotropic consolidation, there is similar development of dynamic pore water pressure in these two soils. Both of them can be fitted by hyperbola.
在偏压固结条件下,两者的振动孔压发展模式相同,均可以用双曲线进行拟合。
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。
It is still deserved to study the liquefaction strength and dynamic pore water pressure and post-liquefaction character of silt when the clay particle content and silt particle content change.
当粘粒、粉粒含量变化时粉土的动强度、振动孔压性状及液化后变形特性等问题都值得深入研究。
So it has importance in theory and applied value of engineering to research the dynamic pore water pressure responses of sandy seabed under waves loading are developed.
因此研究波浪作用下海床的动力响应具有重要的理论意义和工程使用价值。