摘要
研究滑模摊铺水泥混凝土配合比各参数对抗折强度的影响规律。
The regularity pertinent to the influence of proportioning parameters on the flexual strengths of slipform cement concrete has been studied.The differences between the influences of proportioning parameters on both flexual and compressive strengths of slipform cement concrete have been emphatically contrasted.
出处
《公路交通科技》
CAS
CSCD
北大核心
1997年第1期2-7,共6页
Journal of Highway and Transportation Research and Development
基金
国家"八五"重点科技攻关项目
关键词
水泥混凝土路面
配合比
抗折强度
滑模摊铺
Slipform cement concrete pavement Proportion Flexual strength Compressive strength
