1) pore pressure coefficient
孔隙压力系数
2) pore-water pressure coefficient
孔隙水压力系数
1.
Research on rationality of pore-water pressure coefficient which is defined in saturated region indicats that pore-water pressure coefficient is ineffectual for calculating slope cosmictally stability under infiltration.
对定义在饱和区的孔隙水压力系数的合理性进行探讨,结果证明在计算入渗条件下大规模土质边坡稳定性时孔隙水压力系数将失效。
2.
In the paper, the problems are quantitatively calculated about the pore-water pressure coefficient and diaphram wall aging stability analysis on the basis of the conception of negative pore-water pressure produced from capillary water, which is directive to engineering practices.
该文从毛细水产生负孔隙水压力概念入手 ,对较难确定的孔隙水压力系数以及较抽象的地下连续墙时效稳定分析等问题进行了定量计算 ,以期对工程实践有一定的指导作
3) pore_water pressure coefficient A f
孔隙水压力系数A_f
4) ratio of bulk moduli
等效孔隙压力系数
5) the coefficient of excess pore water pressure
超静孔隙水压力系数
6) B-parameter
孔隙压力参数B
补充资料:压力系数
分子式:
CAS号:
性质:当流体绕一物体流过时,在流体未受干扰的地方其流速为v,流动静压力为ps,流体的密度为ρ,则在被绕流物体上任意一点的压力,ρs1与未受扰动流体的压力ps,之差与未受扰动流体速度头( )之比值称为压力系数,以p表示,即
CAS号:
性质:当流体绕一物体流过时,在流体未受干扰的地方其流速为v,流动静压力为ps,流体的密度为ρ,则在被绕流物体上任意一点的压力,ρs1与未受扰动流体的压力ps,之差与未受扰动流体速度头( )之比值称为压力系数,以p表示,即
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