而且，证实建立在某种试验应力状态下饱和软粘土循环强度和循环累积变形的变化规律，可以推广到一般应力状态下。
And the changing laws of cyclic strength and cyclic accumulate deformation built on certain test stress states have generality and can be used in general stress states.
当受到地震、交通、波浪等循环荷载的作用时，在复杂初始应力条件下土的动力特性必然将会和一般应力状态下有所不同。
When it is forced by the cyclic loading for example earthquake, traffic, wave etc, dynamic properties of soils under complex initial stress condition are different form the general stress state.
此法与一般的计算方法相比在控制截面的应力分布方面有大的差别。
This method differs greatly from the present general calculation method in the stress distribution of controlled section.
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