1) Pore pressure
孔隙压
1.
The result indicates that the main reason for the leaky fracture formation is not the stress caused by the hydrostatic pressure of greatly high storaged water,but the going up of pore pressure to a limit value in rock and soil body under certainly high storaged water.
从岩土力学的角度对水库蓄水后坝基和坝体形成渗漏裂缝的机理进行了理论计算和对比，结果表明，大高度蓄水静水压产生的附加应力并不是形成渗漏裂缝的主要因素，而一定高度蓄水引起岩土体内孔隙压升高到极限值才是产生破坏性裂缝、形成渗漏的主要原因。
2.
The paper analysed stress and strain field including the effect of rock dilatancy and fault creeping in earthquake preparation, according to coupling equation of stress and pore pressure field, the pore pressure field variation along with stress field can be calculated.
地震孕育过程中孕震区内务点的应力应变都将发生变化,介质的物性参数也将改变,因此孔隙压和地下水位随之改变。
2) pore pressure
孔隙水压
1.
Numerical analysis on pore pressure of clay under shock load;
冲击荷载作用下粘土孔隙水压的数值分析
2.
Numerical simulation to influence of pore pressure magnitude and gradient on fracture propagation in brittle heterogeneous rocks;
孔隙水压力对岩石裂纹扩展影响的数值模拟
3.
Researches have shown that soil s dynamic responses and deformations mainly depend on the variance of the pore pressure.
研究表明:地震作用下土体的动力特性及变形特性与超静孔隙水压力的发展变化密切相关,因此,在土体动力分析过程中考虑孔隙水压的影响是非常必要的。
3) pore water pressure
孔隙水压
1.
Formulations of stability calculation of landslides are presented by the improvement of the force analysis of soil slices with random distribution of pore water pressure in slip zone.
通过对滑坡土条的受力分析进行改进,建立起能考虑滑带内存在任意孔隙水压分布情况下的稳定性计算公式。
2.
Based on the laboratory dynamic consolidation tests of saturated oozy soft clay under impact loading, the dynamic response characteristics of pore water pressure were analyzed.
通过室内淤泥质饱和软粘土的动力固结试验,考虑不同锤重和落距组合情况,对冲击荷载作用下饱和软粘土孔隙水压力的动态响应特征进行分析。
3.
Through in-situ test, the influence of pipe jacking on earth pressure, pore water pressure, groundwater level movement, displacement of earths surface and the rule of the degree and area in disturbed soil can be found.
通过对顶管工程的现场试验,得到了顶管施工对土压力,孔隙水压力,水位以及深层土体位移和地表位移的影响,从中得出了顶管施工对土体扰动的大小及其扰动范围的规律,并从理论上分析了原因,为顶管工程的应用提供了参考。
4) pore liquid pressure
孔隙液压
1.
The pore liquid pressure supporting load is reduced and the load is moved to the solid structure.
定量给出了饱和岩石内孔隙液压的前期变化过程、岩石结构受力过程以及饱和体体积弹模的变化过程,并通过试验验证了这一现象的变化过程的合理性,展示了岩石由于结构浸水、胶质软化而在后期刚度下降。
5) pore pressure
孔隙压力
1.
The Grey Forecasting to Pore Pressure;
新疆塔中地区地层孔隙压力预测
2.
Accurate prediction of formation pore pressure and its application;
地层孔隙压力的精确预测及其应用
3.
Numerical simulation of failure and induced acoustic emission characteristics of coal/rock under pore pressure;
孔隙压力作用下煤岩破裂及声发射特性的数值模拟
补充资料：冲击波超压与动压