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A methodology for spatial distribution of grain and voids in self compacting concrete using digital image processing methods

  • Onal, Okan (Dokuz Eylul University, Department of Civil Engineering) ;
  • Ozden, Gurkan (Dokuz Eylul University, Department of Civil Engineering) ;
  • Felekoglu, Burak (Dokuz Eylul University, Department of Civil Engineering)
  • Received : 2007.09.11
  • Accepted : 2008.02.01
  • Published : 2008.02.25

Abstract

Digital image processing algorithms for the analysis and characterization of grains and voids in cemented materials were developed using toolbox functions of a mathematical software package. Utilization of grayscale, color and watershed segmentation algorithms and their performances were demonstrated on artificially prepared self-compacting concrete (SCC) samples. It has been found that color segmentation was more advantageous over the gray scale segmentation for the detection of voids whereas the latter method provided satisfying results for the aggregate grains due to the sharp contrast between their colors and the cohesive matrix. The watershed segmentation method, on the other hand, appeared to be very efficient while separating touching objects in digital images.

Keywords

References

  1. Berryman, J. G. and Blair, S. C. (1986), "Use of digital image analysis to estimate fluid permeability of porous material: Application of two-point correlation functions", J. Applied Physics, 60(6), 1930-1938. https://doi.org/10.1063/1.337245
  2. Beucher, S. and Lantuejoul, C. (1979), "Use of watersheds in contour detection", Proceedings of the international Workshop on Image Processing, Real-Time Edge and Motion Detection/Estimation, Rennes, France.
  3. Bhatia, S. K. and Soliman, A. F. (1990), "Frequency distribution of void ratio of granular materials determined by an image analyzer", Soils and Foundations, 30(1), 1-16.
  4. Bisdom, E. B. A. and Schoonderbeek, D. (1983), "The characterization of the shape of mineral grains in thin sections of soils by Quantimet and BESI", Geoderma, 30, 303-322. https://doi.org/10.1016/0016-7061(83)90075-7
  5. Crabtree, S. J., Ehrlich, Jr. R. and Prince, C. (1984), "Evaluation of strategies for segmentations of reservoir rocks", Computers Vision, Graphics and Image Processing, 28(1), 1-18. https://doi.org/10.1016/0734-189X(84)90136-1
  6. Francus, P. (1998). "An image analysis technique to measure grain-size variation in thin sections of soft clastic sediments", Sedimentary Geology, 121, 289-298. https://doi.org/10.1016/S0037-0738(98)00078-5
  7. Frost, J. D. and Kuo, C.-Y. (1996), "Automated determination of the distribution of local void ratio from digital images", Geotechnical Testing J., 19(2), 107-117. https://doi.org/10.1520/GTJ10334J
  8. Ghalib, A. M. and Hryciw, R. D. (1999), "Soil particle size distribution by mosaic imaging and watershed analysis", J. Comput. Civ. Eng., 13(2), 80-88. https://doi.org/10.1061/(ASCE)0887-3801(1999)13:2(80)
  9. Gonzales, R. C. and Woods, R. E. (2002), Digital Image Processing, Pearson Prentice Hall, New Jersey.
  10. Gonzales, R. C., Woods, R. E. and Eddins, S. L. (2004), Digital Image Processing Using MATLAB, Pearson Prentice Hall, New Jersey.
  11. Kim, H., Haas, C. T., Rauch, A. F. and Browne, C. (2003), "3D image segmentation of aggregates from laser profiling", Comput.-Aid. Civ. Infrastr. Eng., 18, 254-263. https://doi.org/10.1111/1467-8667.00315
  12. Kwan, A. K. H., Mora, C. F. and Chan, H. C. (1999), "Particle shape analysis of coarse aggregate using digital image processing", Cement Concrete Res., 29(9), 1403-1410. https://doi.org/10.1016/S0008-8846(99)00105-2
  13. Mathworks (2005), MATLAB Technical Computing Language Version 7 and Image Analysis Toolbox Version 4.2, Natick, MA.
  14. Michelland, S., Schiborr, B., Coster, M., Mordike, B. L. and Chermant, J. L. (1989), "Size distribution of granular materials from unthresholded images", J. Microscopy 156(3), 303-311. https://doi.org/10.1111/j.1365-2818.1989.tb02932.x
  15. Mora, C. F., Kwan, A. K. H. and Chan, H. C. (1998), "Particle size distribution analysis of coarse aggregate using digital image processing", Cement Concrete Res., 28(6), 921-932. https://doi.org/10.1016/S0008-8846(98)00043-X
  16. Mowers, T. T. and Budd, D. A. (1996), "Quantification of porosity and permeability reduction due to calcite cementation using computer-assisted petrographic image analysis techniques", Bulletin of the American Association of Petroleum Geologist, 80(3), 309-322.
  17. Obaidat, M. T., AI-Masaeid, H. R., Gharaybeh, F. and Khedaywi, T. S. (1998), "An innovative digital image analysis approach to quantify the percentage of voids in mineral aggregates of bituminous mixtures", Canadian J. Civ. Eng., 25(6), 1041-1049. https://doi.org/10.1139/l98-034
  18. Okamura, H. and Ouchi, M. (1999), "Self-compacting concrete, development, present use and future", Proceedings of the First International RILEM Symposium on Self-Compacting Concrete, Ed.: Rilem Publications s.a.r.l., Stockholm, pp. 3-14.
  19. Otsu, N. (1979), "A threshold selection method from gray-level histograms", IEEE Transactions on Systems, Man, and Cybernetics, 9(1), 62-66. https://doi.org/10.1109/TSMC.1979.4310076
  20. Pareschi, M.T., Pompilio, M. and Innocenti, F. (1990), "Automated evaluation of volumetric grain-size distribution from thin-section images", Comput. Geosci., 16(8), 1067-1084. https://doi.org/10.1016/0098-3004(90)90049-Y
  21. Raschke, S. A. and Hryciw, R. D. (1997), "Grain-size distribution of granular soils by computer vision", Geotechnical Testing J., 20(4), 433-442. https://doi.org/10.1520/GTJ10410J
  22. Robertson, A. R. (1997), "The CIE 1976 color difference formulae", Color Research and Application, 2, 7-11.
  23. Russ, J. C. (1998), The Image Processing Handbook, 3rd edn., CRC Press LLC in cooperation with IEEE Press, Boca Raton, FL.
  24. Ruzyla, K. (1984), "Characterization of pore space by quantitative image analysis", 59th Annual Technical Conference and Exhibition, Society of Petroleum Engineers of AIME, Houston, pp. 13.
  25. Saltykov, S. A. (1967), "The determination of the size distribution of particles in an opaque material from a measurement of the size distribution of their sections", Proceedings of the Second International Congress for Stereology, Spinger, New York, pp. 163.
  26. Soroushian, P., Elzafraney, M. and Nossoni, A. (2003), "Specimen preparation and image processing and analysis techniques for automated quantification of concrete micro cracks and voids", Cement Concrete Res., 33(12), 1949-1962. https://doi.org/10.1016/S0008-8846(03)00219-9
  27. Van den Berg, E. H., Meesters, A. G. C. A., Kenter, J. A. M. and Schlager, W. (2002), "Automated separation of touching grains in digital images of thin sections", Comput. Geosci., 28(2), 179-190. https://doi.org/10.1016/S0098-3004(01)00038-3
  28. Vincent, L. and Soille, P. (1991), "Watersheds in digital spaces: an efficient algorithm based on immersion simulations", IEEE Transactions of Pattern Analysis and Machine Intelligence, 13(6), 583-598. https://doi.org/10.1109/34.87344
  29. Yudhbir, J. and Abedinzadeh, R. (1991). "Quantification of particle shape and angularity using the image analyzer", Geotech. Testing J., 14(3), 296-308. https://doi.org/10.1520/GTJ10574J
  30. Yue, Z. Q. and Morin, I. (1996), "Digital image processing for aggregate orientation in asphalt concrete mixtures", Canadian J. Civ. Eng., 23(2), 480-489. https://doi.org/10.1139/l96-052
  31. Yue, Z. Q., Chen, S. and Tham, L. G. (2003), "Finite element modeling of geomaterials using digital image processing", Comput. Geotech., 30(5), 375-397. https://doi.org/10.1016/S0266-352X(03)00015-6

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