摘要
主要就抗剪强度指标ｃ′值对碾压混凝土层间抗滑稳定问题进行了分析讨论，认为对于象百色大坝这样的高碾压混凝土大坝，可以对不同高程的层面选用不同的ｃ′值，在保证大坝稳定安全的前提下，节省工程费用，实现碾压混凝土的快速施工。
Through the analysis of antiskid stability between the layers of rolled concrete main dam by shearing resistance value c, the author suggested that we can select the various proper c values according to different height's layers to a high rolled concrete main dam such as Baise WRPP dam. It may save project cost and realize rolled concrete quick construction under ensuring the main dam stabilization and safety.
出处
《广西水利水电》
1997年第3期14-17,共4页
Guangxi Water Resources & Hydropower Engineering
