1) excess pore water pressure dissipating test
超孔压消散试验
2) excess pore pressure dissipation test
超孔隙水压力消散试验
3) pore pressure dissipation test
孔压消散试验
4) pore pressure dissipation test
室内土工试验孔隙水压力消散试验
5) dissipation of excess pore water pressure
超静孔压消散
1.
Research on dissipation of excess pore water pressure in one-dimensional finite strain consolidation of soft clays
软黏土层一维有限应变固结的超静孔压消散研究
6) pore pressure dissipation
孔压消散
1.
On the basis of actual project,the authors analyze and study the law of pore pressure dissipation in weak drainage-pile composite subgrade by using finite element calculation,and enduce the law of pore pressure with time in pile-bottom soils and the distribution of pore pressure under different loads,which is validated by actual observati.
利用有限元计算对弱排水桩复合地基孔压消散的规律进行了分析与研究,得出了极端处孔压随时间的变化规律,以及不同荷载作用下的孔压分布情况,并通过实测结果得到了进一步验证。
2.
The law of pore pressure dissipation in weak drainage-pile composite subgrade is analyzed and studied by using finite element calcula- tion,then the law of pore pressure with time in pile-bottom soils and the distribution of pore pressure under different loads are oh- mined,which are further validated by actual observation results.
利用有限元计算对弱排水桩复合地基孔压消散的规律进行了分析与研究,得出了桩端处孔压随时间的变化规律,以及不同荷载作用下的孔压分布情况,并通过实测结果得到了进一步验证。
3.
There are two ways for pore pressure dissipation during earth body consolidation in finite elements.
在有限元中实现土体固结时孔压消散有两种方法,并对一实例作了分析,比较了它们的异同。
补充资料：冲击波超压与动压