...法、Tokimatsu and Yoshimi 以及JRA 法等 所建议之方法，其基本流程，均为分别估计地震引致之反复剪应力比(Cyclic Stress Ratio, CSR)以及土壤材料本身之反复抗剪力强度比(Cyclic Resistance Ratio, CRR)，并定...
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With the increase of cyclic stress ratio, the pore water pressure rate increases.
随着循环应力比的增加，孔压率增加。
It also can be observed that the dynamic strength decreases significantly as radial cyclic stress ratio increases.
随着径向循环应力比的增加，土体的动强度降低。
In addition, cyclic stress ratio and number of cyclics have remarkable effects on vertical deformation of cement-soil pile composite foundation.
另外，在循环荷载作用下循环应力比和加荷周数对复合地基竖向变形有显著的影响。
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