摘要
根据碾压混凝土徐变的影响因素,结合已有的研究成果,分析我国坝体碾压混凝土与常态混凝土的徐变存在差距的原因,得知实际坝体碾压混凝土的徐变不一定比常态混凝土的小,并列出几个工程的实验资料,得出更深一步的结论。
Analyzing the main influential factors of the creep of RCC, combining the used research results, analyzing the reasons of the creep difference between dam RCC and conventional concrete, we will know that the creep of dam RCC may be smaller than that of conventional concrete. Lining up several projects' experimental data, we can draw the further conclusions.
出处
《水力发电》
北大核心
2004年第1期30-31,51,共3页
Water Power
基金
"九五"国家重点科技攻关项目[96-220-02-01]
