1) the coefficient of excess pore water pressure
超静孔隙水压力系数
2) excess pore water pressure
超静孔隙水压力
1.
3D calculation of excess pore water pressure due to driving pile and its application;
沉桩引起的三维超静孔隙水压力计算及其应用
2.
Calculation of excess pore water pressure of saturated sand foundation with different vertical drainage conditions and overburden pressure;
竖向不同排水条件和上覆压力作用下砂基超静孔隙水压力计算
3.
The evaluation of wave-induced excess pore water pressure and effective stresses are recognized as an important factor in the design of submarine pipelines.
根据计算发现,海床–管线接触效应对管线附近海床中的有效应力影响显著,不同的管沟形状对海床中由波浪所引起的超静孔隙水压力及有效应力影响显著。
3) excess pore pressure
超静孔隙水压力
1.
The treatment and effectiveness by use of prefabricated drains method to dissipate the excess pore pressure by pile driving are also introduced under the condition without external loads.
在不加外荷载情况下,采用塑料排水板方法消散打桩引起的超静孔隙水压力的处理措施,解决了高孔隙水压力下主厂房的开挖问题。
2.
Pile driven in thick clayey soil can cause the accumulation of excess pore pressure.
软粘土层深厚的地区进行预制桩沉桩将产生超静孔隙水压力的累积,过高的超静孔隙水压力使周围土体及建筑、地下管线等产生较大的变位,甚至产生破坏。
3.
When CFG pile is driven by pipe with vibration,pipe s librations and expansion effect will have a great disturbance on soils around pile,for saturated soft clay,such progress will induce huge excess pore pressure.
当采用振动沉管法施工CFG桩时,沉管的振动和挤压效应将对桩周土产生极大的扰动,对饱和软粘土则会引起很大的超静孔隙水压力。
4) excess pore water pressure dissipation
超静孔隙水压力消散
5) excess pore water pressure
固结超静孔隙水压力
6) 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
补充资料：静水压力
分子式：
CAS号：
性质：又称静水压力。由液柱产生的静压力。钻井液的静水压头是由钻井液的密度乘以钻井液柱的垂直高度而求得。以压力单位表示。
CAS号：
性质：又称静水压力。由液柱产生的静压力。钻井液的静水压头是由钻井液的密度乘以钻井液柱的垂直高度而求得。以压力单位表示。
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