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根据碾压混凝土坝渗流特性,通过理论分析和实践,从胶凝材料含量、层面施工间隔时间、渗控结构设计等方面来控制碾压混凝土坝的渗流,提高大坝的稳定性、耐久性。
According to the seepage characteristics of RCC dam, the seepage of RCC dam is controlled from the aspects of cementitious material content, construction interval time and infiltration control structure design to improve the stability and durability of dam.