1) Shear stress ratio of liquefaction
抗液化动剪应力比
2) con-liquefaction shear stress
抗液化剪应力
1.
Based on experiment, liquefaction is evaulated through SPT、shear wave velocity method and con-liquefaction shear stress method.
以试验为基础，利用标准贯入击数试验、抗液化剪应力试验、剪切波速试验的结果进行液化判别。
3) cyclic shear stress ratio
动剪应力比
4) critical cyclic shear stress ratio
临界动剪应力比
1.
Discussion on computing effective reinforcement depth of soft soil foundation by dynamic compaction based on critical cyclic shear stress ratio;
临界动剪应力比法求解强夯加固软土地基有效加固深度的探讨
5) Liquefaction stress ratio
液化应力比
1.
The saturated, consolidated, undrained cyclic triaxial test results on these specimens show that the membrane penetration delays the development of pore water pressure and increases the liquefaction stress ratio by 14%～18%.
饱和固结不排水往返加荷三轴试验表明 ,由于橡皮膜嵌入的影响 ,延缓了孔隙水压力的上升 ,使试样的液化应力比增大 1 4%～ 1 8% ,在应用试验资料时 ,应予修
6) shear stress ratio
剪应力比
补充资料：剪应力差法
见光弹性法。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条