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。
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
