Properties of gap-aggregate gradation asphalt mixture and permanent deformation

被引：34
|
作者：
Shen, DH
Kuo, MF
Du, JC
机构：
[1] Natl Taiwan Univ Sci & Technol, Dept Construct Engn, Pavement Res Lab, Taipei 10672, Taiwan
[2] Tung Nan Inst Technol, Dept Civil Engn, Taipei 22202, Taiwan
来源：
CONSTRUCTION AND BUILDING MATERIALS | 2005年 / 19卷 / 02期
关键词：
gap-aggregate gradation; Marshall mix design; permanent deformation test;
D O I：
10.1016/j.conbuildmat.2004.05.005
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Aggregate of natural crush stone in hot mix asphalt is applied to gap gradation mixed with the AC-20 binder, in accordance with Marshall mix design. Laboratory tests were conducted, and the single-factor variance analysis (ANOVA) is employed to estimate the significance of the gradation mixture properties. Based on permanent deformation tests and analytical results, sieve of 2.36 mm may be omitted for nominal maximum aggregate size (NMAS) of 12.5 mm, and sieve of 4.75 mm may be omitted for NMAS of 19 mm, in the case of the shortage of aggregate. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码：147 / 153
页数：7
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