... double-covering-layer 双覆层 covering soil layer inside levee 堤内压盖 deep thick covering layer 深厚覆盖层 ...
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基于渗流有限元理论和虚单元固定网格法，编制了堤内压盖渗流有限元程序。
A seepage finite element program was developed based on seepage FEM and imaginary elements fixed mesh method.
因而在将来选取堤防渗控措施时，可以采用悬挂式防渗墙，并应尽量布置在堤内脚或压盖的末端。
Therefore it is suggested that suspended cut-off wall can be used for seepage control in future design.
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