1) dynamic pore water pressure
动孔压
1.
Effect of consolidation stress ratio on dynamic strength and dynamic pore water pressure of soil;
固结应力比对土样动强度和动孔压发展规律的影响
2.
Based on dynamic triaxial tests conducted on tailings sands under different consolidation conditionst,he developing characteristics of dynamic pore water pressure and residual deformation of tailings sand are studied.
在不同固结状态下对饱和尾矿砂进行动三轴试验,探讨饱和尾矿砂的动孔压和动残余应变发展特性。
3.
The experimental results show that the dynamic pore water pressure rises much slowly.
试验结果表明,该类软粘土动孔压的发展规律性差,具有较强的结构性,其残余应变受动应力的影响较大,当残余应变达到5 % 左右时,软粘土的结构发生破坏。
2) dynamic pore water pressure
振动孔压
1.
Study of dynamic pore water pressure and axial strain in saturated sand-gravel composites;
饱和砂砾料振动孔压与轴向应变发展模式研究
2.
Study on dynamic pore water pressure in silty clay interbedded with fine sand of Nanjing;
南京粉质黏土与粉砂互层土及粉细砂的振动孔压发展规律研究
3) pitot aperture
动压孔
4) earthquake-induced pore water pressure
动孔隙水压
1.
Based on the pseudo-static equilibrium of infinite slope and the earthquake-induced pore water pressure of saturated loess,the effects of earthquake-induced pore water pressure on seismic and post seismic stability of saturated loess slopes were investigated.
通过对无限边坡的拟静态平衡分析和考虑饱和黄土在地震作用下动孔隙水压的增长规律,探讨了动孔隙水压对饱和黄土无限边坡地震期间和震后稳定状态的影响。
5) dynamic pore water pressure properties
动孔压特性
6) dynamic pore pressure
动孔隙压力
补充资料：冲击波超压与动压