1) hydromechanical coupling
渗流应力耦合
1.
Numerical simulation of seepage field and deformation for deep foundation pit based on hydromechanical coupling model
基于渗流应力耦合的深基坑工程渗流场与变形数值模拟
2.
A model of hydromechanical coupling in anisotropic intact rock has been established.
基于流固耦合力学理论,提出在应力主轴与渗透主轴非重合情况下,渗透张量随应力水平的变化规律,建立各向异性岩体的渗流应力耦合模型,通过算例分析,验证了模型的可靠性,所建模型在实际工程问题中具有重要的理论意义和指导价值。
2) seepage-stress coupling
渗流-应力耦合
1.
Through in-situ search,indoor experiments and theoretical studies such as saturated-unsaturated seepage-stress coupling,soak deformation,the cracking causes are analyzed;and relevant methods of prevention and curing are carried out.
通过开展现场调研与室内试验,基于饱和-非饱和渗流-应力耦合及湿化变形理论,探讨黄河大堤纵向裂缝的形成原因,据此制定相应的预防与治理对策。
3) seepage-stress coupling field
渗流-应力耦合场
1.
Application of state equation method to seepage-stress coupling field;
状态方程法在渗流-应力耦合场求解中的应用
5) stress-fluid coupling
应力渗流耦合
6) coupled stress and seepage fields
耦合应力渗流场
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