Increasing Accuracy by Number of Sectional Images used in Processing the Aggregate Gradation in Asphalt Concrete

Authors

  • กฤษฎา แสนสมบูรณ์
  • บุญชัย แสงเพชรงาม
  • ศิวารักษ์ อุ่นศิวิไลย์

Keywords:

Asphalt concrete, image processing, aggregate gradation, sieve analysis

Abstract

This paper presents the application of image processing (IP) technique using size-based multiple erosion method which is derived from the watershed transform method to determine the percent retained of aggregates in asphalt concrete. The method uses scanned cross-sectional images of asphalt concrete specimens as the input and yields the percent retained on standard aggregate sizes as the results. The statistical analysis reveals that the percent retained results obtained by the IP method are not different from those obtained by sieving method in laboratory. Moreover, the statistical analysis shows that the bigger image area and the more number of sectional images can reduce the deviation of the percent retained results in reference to the sieving method.

References

[1] F.L. Roberts, P.S. Kandhal, E.R. Brown, D.Y. Lee, and T.W. Kennedy, “Hot Mix Asphalt Materials, Mixture Design, and Construction, 2nd ed.” National Asphalt Pavement Association Education Foundation. Lanham, MD., 1996, pp. 121-172.
[2] ASTM D2172 / D2172M-11, “Standard Test Methods for Quantitative Extraction of Bitumen From Bituminous Paving Mixtures”, ASTM International, West Conshohocken, PA, 2011.
[3] ASTM C136 / C136M-14, “Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates,” ASTM International, West Conshohocken, PA, 2014.
[4] A.K.H. Kwan, C.F. Mora and H.C. Chan, “Particle shape analysis of coarse aggregate using digital image processing,” Cement and Concrete Research, pp. 1403–1410, May, 1999.
[5] K. Chen, J. Zaniewski, and P. Zhao. "2D Image based sieving for particle aggregate gradation." Journal of Electronics (China) 25.2 (2008): 277-282.
[6] L.Bruno, G. Parla and . Celauro, “Image analysis for detecting aggregate gradation in asphalt mixture from planar images,” Elsevier, Italy, pp. 21-30Abbrev. October, 2011.
[7] F.S. Barbosa, M.C.R. Farage a, A.-L. Beaucour and S. Ortola, “Evaluation of aggregate gradation in lightweight concrete via image processing,” Construction and Building Materials, Elsevier, Brazil, pp. 7-11, November, 2011.
[8] I. S. Bessa,. C. Branco and J. B. Soares, “Evaluation of different digital image processing software for aggregates and hot mix asphalt characterizations,” Construction and Building Materials, pp. 370-378, September, 2012.
[9] M. Vadood, M. S. Johari and A. R. Rahaei, “Introducing a simple method to determine aggregate gradation of hot mix asphalt using image processing,” International Journal of Pavement Engineering, Iran, vol. 15, no. 2, pp. 142–150, 2013
[10] K. H. Moon, A. C. Falchetto, M. P. Wistuba and J. H. Jeong, “Analyzing Aggregate Size Distribution of Asphalt Mixtures Using Simple 2D Digital Image Processing Techniques,” Arab J Sci Eng, February, 2015.
[11] D. L. Sahagian and A. A. Proussevitch, “3D particle size distributions from 2D observations: stereology for natural applications,” Journal of Volcanology and Geothermal Research, pp. 173–196, April, 1998.
[12] J. C. Russ, “Practical Stereology 2nd Edition, Plenum Press, New York, NY, 1999
[13] N. Chawla, R.S. Sidhu and V.V. Ganesh, “Three-dimensional visualization and microstructure-based modeling of deformation in particle-reinforced composites,” Elsevier,Arizona state university, Tempe, pp. 1541-1548, Abbrev. November, 2005.
[14] Z. You , S. Adhikari and M. E. Kutay, “Dynamic modulus simulation of the asphalt concrete using the X-ray computed tomography images,” Materials and Structures, Elsevier, pp. 617-628, July, 2008.
[15] A. Bhasin, A. Izadi and S. Bedgaker, “Three dimensional distribution of the mastic in asphalt composites,” Construction and Building Materials, Elsevier, May, 2011.
[16] Q. Guo, Y. Bian, L. Li, Y. Jiao, J. Tao and C. Xiang, “Stereological estimation of aggregate gradation using digital image of asphalt mixture,” Construction and Building Materials, Elsevier, China, pp. 458–466, July, 2015.
[17] K. Seansomboon, “Analysis of Dimensional Properties of Asphalt Concrete Using Image Processing Technique,” M.Eng. thesis, Civil Eng. Dept., Chulalongkorn Univ., Bangkok, Thailand, 2015.
[18] H. M. Zelelew, A. T. Papagiannakis, and E. Masad “Application of digital image processing techniques for asphalt concrete mixture images,” In The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), pp. 119-24. , October, 2008.
[19] M. D. Abràmoff, P. J. Magalhães and S. J. Ram “Image processing with ImageJ,” Biophotonics international, pp. 36-42. ,2004.
[20] S. Unsiwilai, “Influences of Crumb Rubber Size in Aggregate Blend on Deformation Resistance Properties of Hot Mix Asphalt,” M.Eng. thesis, Civil Eng. Dept., Chulalongkorn Univ., Bangkok, Thailand, 2013.

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Published

2020-06-22

How to Cite

[1]
แสนสมบูรณ์ ก. ., แสงเพชรงาม บ. ., and อุ่นศิวิไลย์ ศ. . ., “Increasing Accuracy by Number of Sectional Images used in Processing the Aggregate Gradation in Asphalt Concrete ”, Eng. & Technol. Horiz., vol. 34, no. 2, pp. 70–77, Jun. 2020.

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Research Articles