同时，讨论了土体的孔隙水可自由流动和无渗流的情况，得到了一些有意义的结论。
Simultaneously, the cases in which porous water flows freely and does not seeps into soils are discussed and some very useful conclusions are obtained.
用无因次分析法对低渗透岩心的实验数据进行了分析，得出新的渗流规律。
The experimental data of fluid flow in porous core with low permeability were analyzed with simulation theory and plotted as a log log typical curve.
本文采用无厚度的接触界面单元模拟层面，进行了坝体的渗流分析。
In the paper, the dam seepage analysis is conducted with no depth contact interface element to simulate layer surface.
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