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1)  Path of Constant Stress Ratio
等应力比路径
2)  the path of constant proport ion of principle stress
等主应力比路径
3)  constant stress increment ratio path
等应力增量比路径
1.
Mechanical characteristics of the soil-structure interface in response to simple shear tests under constant stress increment ratio paths;
土与结构接触面等应力增量比路径单剪试验力学特征分析
4)  stress path
应力路径
1.
Numerical simulation of stress path tests on sand;
砂土应力路径试验的数值模拟
2.
Tangent elastic modulus of Duncan-Chang model for different stress paths;
不同应力路径下的邓肯–张模型模量公式
3.
Discussions on yield criterions and stress paths of soils in tests and numerical analyses;
土体材料屈服准则及试验和数值分析应力路径探讨
5)  stress paths
应力路径
1.
Test and modulus formula for lateral unloading and loading stress paths during excavation in foundation pit;
基坑工程侧向卸、加载应力路径试验及模量计算
2.
Research on relation between soil pressure and displacement by tests of stress paths;
土压力-位移关系的应力路径试验研究
3.
And also unique effective stress path is demonstrated to be true of equations of pore pressure under various total stress paths.
通过正常固结饱和粘性土的三轴固结不排水试验,分析了在正常固结饱和粘性土在三轴固结不排水应力路径下考虑土应力应变非线性的孔隙水压力方程,根据有效应力路径唯一性原理,推导出适用于其他应力路径下正常固结饱和粘性土的孔隙水压力方程,并通过一个工程实例验证方程的工程实用性。
6)  stress route
应力路径
1.
On stress route of loosening soft soil and its strength influence;
卸荷软土的应力路径及对强度影响的研究
2.
The development of inducing stress aeolotropism in clay which was not only decided by the maximum stress force, but also lied on the stress route of reaching the maximum stress point of clay.
粘土的应力诱导各向异性的发展,不仅仅是由过去所受的最大应力决定的,而主要取决于到达最大应力点的应力路径。
3.
Started from stress route,it analyzes the principles of vacuum rainfall reinforced road bank thick soft base.
从应力路径的角度出发,详细分析了真空降水预压技术加固桥坡深厚软土地基的机理,结合实际工程,分析了真空降水预压加固高填土桥坡软基的技术特点、加固效果,为防治桥头跳车提供了一条新的思路和途径。
补充资料:应力比A
分子式:
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性质:一个应力周期中,应力振幅Sa与平均应力Sm之比,A=Sa/Sm。是设计疲劳试验的加载应力形式的一个参数。疲劳试验中试样的破坏形式比较复杂,和所加交变应力的大小、形式等都有密切关系,且与材料本身的性质而异。因此,在报告某材料的疲劳强度时往往要同时列出这些条件性参数。

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