分析表明，紧水滩大坝实测渗流性态正常。
The results indicate that the observed seepage behavior in Jinshuitan dam is normal.
在此基础上，结合观测资料，采用有限元法反演了大坝各填筑区的渗透系数，并综合评价了大坝的渗流性态。
Based on the observation data, by the finite element method the seepage coefficient of the dam body is reversed, and then a comprehensive evaluation of seepage behavior is made for the dam.
本文提出了一种在复合膨胀岩体中考虑其耦合流变性态和渗流效应以设计有压隧洞衬砌的有限元方法。
A finite element method for the design of the lining of pressure tunnels in complex-swelling rock, considering its coupled-rheological behaviour and the seepage effect is presented in this paper.
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