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1)  Stress paths control
应力路径控制
2)  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
3)  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。
4)  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。
5)  stress-path
应力路径
1.
This paper detailed discusses how to choose the analysis method of slopes stability under the different stress-path and soil condition, and also analyses how to choose shear strength parameters for the analysis method choosed of slopes stability.
分析不同应力路径和土质条件下对土坡稳定性分析的影响 ,即根据不同的荷载条件、土质条件及时间过程 ,要求决定采用何种分析方法 (有效应力法或总应力法 ) ,并且对这些选定的条件及分析方法来说 ,选择计算所需的合适的抗剪强度指
2.
The use of Lade\'s single work-hardening model for predicting the sand response for a variety of stress-paths have been investigated and examined.
此外,为了得到较为准确的结果,还需要一系列的参数,如土的种类、密度、应力水平和应力路径等。
6)  control path
控制路径
1.
On the basis of defining its notion,analyzing its rationality and the possibility of being abused,this article gives opinion on its control path from the angle view of legislation control,self-control,judicial review control,moral control and social supervision,e.
因此应考察其存在的合理性和被滥用的可能性,从外部控制和行政自我控制等视角对其有效控制路径作出研析。
补充资料:轧辊残余应力(见轧辊应力)


轧辊残余应力(见轧辊应力)
residual stresses in roll

zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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