摘要
本文依据大量实测数据,统计分析了水泥混凝土路面主要结构参数的分布特性和变异范围,推荐了各级公路拟采用的变异水平等级,可供编制混凝土路面可靠性设计规范时参考。
Based on the data measured from many construction sites and existing concrete pavements, the variability of concrete pavement structure parameters(slab thickness,flexural strength and elastic are anlayzed, and ranges of coefficients of variation of design parameters are suggested at three variability levels.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
1996年第4期17-22,共6页
China Journal of Highway and Transport