对无限深透水地基上土石坝微透水水平铺盖防渗体长度的选取进行了相关的模型实验,再利用有限元法建立数学模型进行理论计算,并将理论数据和实验数据进行对比分析,最后通过微渗透防渗体和不透水防渗体的渗流数据进行对比,进而确定了微透水水平铺盖的长度.
Through model experiment, the paper selected the length of micro pervious horizontal impervious body of embankment dam on Infinite deep pervious foundation,used finite element method to establish the mathematical model and carry out theoretical calculation, then analyzed theoretical and experimental data ,and finally compared seepage data between micro pervious anti-permeable and impervious anti-permeable body, determined the length of micro permeable horizontal blanket.