It was shown that the creep deformation of the dam body and foundation was on a small level and tended to be stable.
通过对该坝的流变计算，得出坝体、坝基流变变形较小，而且基本趋于稳定的结论。
In this article, inversion analysis is conducted to ascertain the permeability coefficient for dam body and foundation based on the measured data.
根据实测资料，进行反演分析，推求坝基、坝体的渗透系数。
With the help of catastrophe criterion, the anomalism criterions of the crossfeed between dam body and foundation are acquired from the real contact area or fractal dimension curve vs.
并基于突变性判据，利用互馈面实际接触面积或分形维数曲线随名义应变变化的特征，得到了坝体与坝基互馈的转异判据。
应用推荐