Evaluation of internal resistance in hot-mix asphalt (HMA) concrete

被引:44
作者
Chen, JS [1 ]
Liao, MC [1 ]
机构
[1] Natl Cheng Kung Univ, Dept Civil Engn, Tainan 701, Taiwan
关键词
internal resistance; image evaluation; hot-mix asphalt;
D O I
10.1016/S0950-0618(02)00037-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Accurate quantification of aggregate properties is essential for understanding their influence on hot-mix asphalt (HMA) concrete and for selecting aggregates to produce high-quality paving mixture. The objectives of this study are to develop a method to measure internal resistance in HMA mixtures and to evaluate the effect of different gradations on the rutting of mixes. Analysis showed that a HMA mix could be made more resistant to rutting by specifying an adequate range of the fine aggregate passing through the 4.75-mm (No. 4) sieve. The lower the fine aggregate percentage, the greater the difference between the coarse aggregate void volume and the total volume of fines. This indicated that the aggregate interlocking greatly occurred in the coarse aggregate. The image evaluation of aggregate morphological characteristic demonstrated that a stable aggregate skeleton resulted in more internal resistance. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:313 / 319
页数:7
相关论文
共 20 条
[1]   Influence of aggregate type and gradation on voids of asphalt concrete pavements [J].
Abdullah, WS ;
Obaidat, MT ;
Abu-Sa'da, NM .
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 1998, 10 (02) :76-85
[2]  
[Anonymous], 1996, TRANSPORTATION RES R
[3]  
Bhatia S.K., 1990, SOILS FOUND, V30, P1, DOI DOI 10.3208/SANDF1972.30.1
[4]  
Brown E., 1997, Transportation Research Record: Journal of the Transportation Research Board, P11
[5]  
Brown E. R., 1992, J ASS ASPHALT PAVING, V61, P535
[6]  
BROWN ER, 1995, TRANSPORT RES REC, V1492, P208
[7]  
Ishai I., 1996, TRANSPORT RES REC, V1530, P75, DOI DOI 10.3141/1530-10
[8]  
KANDHAL PS, 1992, J ASS ASPHALT PAVING, V61, P217
[9]  
KARAKOUZIAN M, 1993, J MATER CIVIL ENG, V8, P101
[10]  
Kennedy T.W., 1994, Tech. Rep. SHRP-A-410