Effects of compactor types on aggregate orientation of asphalt mixtures

被引:0
作者
Hamzah, M.O. [1 ]
Von, W.C. [2 ]
Abdullah, N.H. [1 ]
机构
[1] School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang
[2] Geoconsult Asia Singapore PTE LTD, Singapore 159349
来源
International Journal of Engineering, Transactions A: Basics | 2013年 / 26卷 / 07期
关键词
Aggregate orientation; Digital image processing; Geometrically cubical shape aggregate;
D O I
10.5829/idosi.ije.2013.26.07a.01
中图分类号
学科分类号
摘要
More than 90% of Malaysian roads are constructed using asphaltic concrete. However, previous investigations of asphaltic concrete have mainly concentrated on the macroscopic properties of the composite materials based on the assumption that the mixtures are homogeneous and isotropic. This paper applies a digital image processing technique to compare the orientations of coarse aggregate particles in asphaltic concrete compacted using Marshall, Servopac and Presbox compactors. Aggregate orientation was measured in terms of a vector magnitude and the average major axis angle. The average major axis angle of all compactors are less than 45° indicating that aggregate orientation in all of the prepared specimens have the preferential orientation along the horizontal plane. The vector magnitude results of the Presbox compacted sample is the least, indicating the presence of the most randomly oriented aggregate. However, the Servopac specimens have more randomly oriented aggregate compared to Marshall specimens. An ANOVA analysis for vector magnitude indicates that only compaction method, not Geometrically Cubical Shaped (GCS) proportion, has a significant impact on aggregate orientation randomness.
引用
收藏
页码:677 / 684
页数:7
相关论文
共 7 条
  • [1] Masad E., Muhunthan B., Shashidhar N., Harman T., Internal structure characterization of asphalt concrete using image analysis, Journal of Computing in Civil Engineering, 13, 2, pp. 88-95, (1999)
  • [2] Wang L., Frost J., Lai J., Three-dimensional digital representation of granular material microstructure from x-ray tomography imaging, Journal of Computing in Civil Engineering, 18, 1, pp. 28-35, (2003)
  • [3] Zhang Y., Luo R., Lytton R.L., Microstructure-based inherent anisotropy of asphalt mixtures, Journal of Materials in Civil Engineering, 23, 10, pp. 1473-1482, (2011)
  • [4] Yue Z.Q., Morin I., Digital image processing for aggregate orientation in asphalt concrete mixtures, Canadian Journal of Civil Engineering, 23, 2, pp. 480-489, (1996)
  • [5] Kutay M.E., Arambula E., Gibson N., Youtcheff J., Three-dimensional image processing methods to identify and characterise aggregates in compacted asphalt mixtures, International Journal of Pavement Engineering, 11, 6, pp. 511-528, (2010)
  • [6] Malaysia P., Standard Specification for Road Works, Section 4, Flexible Pavement, (2008)
  • [7] Lv Y.-J., Zhang L., Zhou X.-L., Microstructure index of hot mix asphalt, GeoHunan International Conference, (2011)