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根据整体式碾压混凝土坝结构模型试验与电算分析结果，得出ＲＣＣ层间薄弱面对结构应力影响的一般规律，并据此提出修改断面以节省材料的途径。
Based on the structural model test and computerized analysis results of the integral roller compacted concrete dam, the general rule of the influence of the weak RCC layer facing the structural stress is obtained, and the way to modify the section to save material is proposed accordingly.