摘要
本文对高径比小于1.0的芯样试件强度的修正系数问题进行探讨。
This paper makes a study on the correction coefficients of strength of short core samples with height-diameter ratio lower than 1.0 and provides advices accordingly.
出处
《工程质量》
2004年第12期19-20,共2页
Construction Quality
关键词
芯样
混凝土
试件强度
修正系数
高径比
strength of core samples, correction coefficients of height-diameter ratio
