1) ratio of shear/normal stress
剪正应力比
1.
The consolidated undrained dynamic triaxial test of saturated Fujian standard sands is conducted under different conditions, on the basis of which the relationship between ratio of shear/normal stress and ratio of normal/shear strain on two planes (“Mobilized Plane” and “Spatial Mobilized Plane”) is studied in details respectively.
对饱和福建标准砂在不同条件下进行了固结不排水振动三轴试验 ,在此基础上 ,对强度发挥面和空间强度发挥面 ( SMP面 )上的剪正应力比与正剪应变比关系作了详细研究。
2) ratio of shear/ normal stress and ratio of normal/shear strain
剪正应力比与正剪应变比
3) shear stress ratio
剪应力比
4) ratio of normal/shear strain
正剪应变比
1.
The consolidated undrained dynamic triaxial test of saturated Fujian standard sands is conducted under different conditions, on the basis of which the relationship between ratio of shear/normal stress and ratio of normal/shear strain on two planes (“Mobilized Plane” and “Spatial Mobilized Plane”) is studied in details respectively.
对饱和福建标准砂在不同条件下进行了固结不排水振动三轴试验 ,在此基础上 ,对强度发挥面和空间强度发挥面 ( SMP面 )上的剪正应力比与正剪应变比关系作了详细研究。
5) cyclic shear stress ratio
动剪应力比
6) 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
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