水资源与水工程学报2009，Vol.20Issue(5)：110-112,3.
水工沥青混凝土强度双因素方差分析
Variance Analysis of Two Factors on the Hydraulic Asphaltic Concrete Strength
余梁蜀 1潘登科 1韩艳 1李媛1
作者信息
- 1. 西安理工大学,水利水电学院,陕西,西安,710048
- 折叠
摘要
Abstract
The hydraulic asphaltic concrete have many performance parameters in quality control, the primary parameters are the mechanical strength, deformation properties, porosity and so on. There are many factors that affect the performance of asphaltic concrete. On the base of experimental study, two factor variance analysis with duplication was adopted, the paper focused on the influence of filler content and asphalt content on mechanical strength parameters of the asphaltic concrete. The results can provide reference for reasonable selection of asphalt and concrete mixture ratio of asphalt concrete project in the future.关键词
水工结构/沥青混凝土/可重复双因素方差分析Key words
hydraulic structure/ asphaltic concrete/ two factor variance analysis with duplication分类
建筑与水利引用本文复制引用
余梁蜀,潘登科,韩艳,李媛..水工沥青混凝土强度双因素方差分析[J].水资源与水工程学报,2009,20(5):110-112,3.
