Technical Papers
May 7, 2019

3D Quantification for Aggregate Morphology Using Surface Discretization Based on Solid Modeling

Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 7

Abstract

Sphericity, form dimensions, and angularity are important morphological properties of aggregates that significantly affect the microstructure of grain-based materials and their macromechanical performance. The objective of this paper was to quantify aggregate morphology, including sphericity index (SI), dimension index (DI), and angularity index (AI) based on three-dimensional (3D) solid modeling. The methodology consisted of three main steps, as follows: (1) the 3D solid model of each aggregate was developed from X-ray computed tomography (CT) imaging; (2) the model surface was discretized into triangle facets, and the vertexes of facets were used to accurately retrieve the minimum bounding sphere (MBS) and the minimum bounding box (MBB) of the aggregate model for SI and DI calculation, respectively; and (3) consequently, the facets were well clustered to represent aggregate angles for their magnitude measurements, which were used to quantify the AI. The 3D SI, DI, and AI of 11 grains were measured virtually with the proposed approach, which indicates the benefits of the 3D method in the accurate quantification of aggregate sphericity, form dimensions, and angularity.

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Acknowledgments

The research reported in this paper was supported by the National Natural Science Foundation of China (Grant Nos. 51508147 and 51708114); the support is greatly appreciated.

References

Bagheri, G. H., C. Bonadonna, and P. Vonlanthen. 2015. “On the characterization of size and shape of irregular particles.” Powder Technol. 270: 141–153. https://doi.org/10.1016/j.powtec.2014.10.015.
Berg, M. D., M. V. Jreveld, M. Overmars, and O. Schwarzkopf. 2008. Computational geometry: Algorithms and applications. 3rd ed. Berlin: Springer.
Blott, S. J., and K. Pye. 2008. “Particle shape: A review and new methods of characterization and classification.” Sedimentology 55 (1): 31–63. https://doi.org/10.1111/j.1365-3091.2007.00892.x.
Ding, X., T. Ma, and W. Gao. 2017. “Morphological characterization and mechanical analysis for coarse aggregate skeleton of asphalt mixture based on discrete-element modeling.” Constr. Build. Mater. 154: 1048–1061. https://doi.org/10.1016/j.conbuildmat.2017.08.008.
Ghabchi, R., M. Zaman, H. Kazmee, and D. Singh. 2015. “Effect of shape parameters and gradation on laboratory-measured permeability of aggregate bases.” Int. J. Geomech. 15 (4): 04014070. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000397.
Jin, C., X. Yang, and Z. P. You. 2015. “Automated real aggregate modeling approach in discrete element method based on X-ray computed tomography images.” Int. J. Pavement Eng. 18 (9): 837–850. https://doi.org/10.1080/10298436.2015.1066006.
Jin, C., X. Yang, Z. P. You, and K. Liu. 2018. “Aggregate shape characterization using virtual measurement of three-dimensional solid models constructed from X-ray CT images of aggregates.” J. Mater. Civ. Eng. 30 (3): 04018026. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002210.
Jin, C., Z. P. You, W. H. Zhang, and K. Liu. 2016. “Microstructural modeling method for asphalt specimens supporting 3D adaptive and automatic mesh generation.” J. Comput. Civ. Eng. 30 (2): 04015013. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000478.
Kuo, C. Y., R. S. Rollings, and L. N. Lynch. 1998. “Morphological study of coarse aggregates using image analysis.” J. Mater. Civ. Eng. 10 (3): 135–142. https://doi.org/10.1061/(ASCE)0899-1561(1998)10:3(135).
Lee, J. R. J., M. L. Smith, and L. N. Smith. 2007. “A new approach to the three-dimensional quantification of angularity using image analysis of the size and form of coarse aggregates.” Eng. Geol. 91 (2–4): 254–264. https://doi.org/10.1016/j.enggeo.2007.02.003.
Liu, P., J. Hu, D. Wang, M. Oeser, and S. Alber. 2017. “Modelling and evaluation of aggregate morphology on asphalt compression behavior.” Constr. Build. Mater. 133: 196–208. https://doi.org/10.1016/j.conbuildmat.2016.12.041.
Liu, Y., W. Sun, H. Nair, D. S. Lane, and L. Wang. 2016b. “Quantification of aggregate morphologic characteristics as related to mechanical properties of asphalt concrete with improved FTI system.” J. Mater. Civ. Eng. 28 (8): 04016046. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001535.
Liu, Y., W. Sun, H. Nair, D. S. Lane, and L. Wang. 2016a. “Quantification of aggregate morphologic characteristics with the correlation to uncompacted void content of coarse aggregates in Virginia.” Constr. Build. Mater. 124: 645–655. https://doi.org/10.1016/j.conbuildmat.2016.06.150.
Masad, E., D. Olcott, T. White, and T. Tashman. 2001. “Correlation of fine aggregate imaging shape indices with asphalt mixture performance.” Transp. Res. Rec. 1757: 148–156. https://doi.org/10.3141/1757-17.
Su, D., and W. M. Yan. 2018. “Quantification of angularity of general-shape particles by using Fourier series and a gradient-based approach.” Constr. Build. Mater. 161: 547–554. https://doi.org/10.1016/j.conbuildmat.2017.12.004.
Sun, W. J., Y. F. Liu, D. S. Lane, H. Nair, and L. B. Wang. 2017. “Experimental investigation of the relationship between mineral content and aggregate morphological characteristics using the improved FTI system and XRD method.” Constr. Build. Mater. 155: 981–991. https://doi.org/10.1016/j.conbuildmat.2017.08.065.
Sun, W. J., L. B. Wang, and E. Tutumluer. 2012. “Image analysis technique for aggregate morphology analysis with two-dimensional Fourier transform method.” Transp. Res. Rec. 2267: 3–13.
Tafesse, S., J. M. R. Fernlund, and F. Bergholm. 2012. “Digital sieving-MATLAB based 3-D image analysis.” Eng. Geol. 137: 74–84. https://doi.org/10.1016/j.enggeo.2012.04.001.
Wang, H. N., Y. Bo, Y. Z. Wang, X. Yang, and Z. P. You. 2016. “The effect of morphological characteristic of coarse aggregates measured with fractal dimension on asphalt mixture’s high-temperature performance.” Adv. Mater. Sci. Eng. 2016: 6264317 https://doi.org/10.1155/2016/6264317.
Wang, H. N., Y. Bu, D. Wang, and M. Oeser. 2015. “3D characterisation of the grain sphericity and angularity with the aid of computed tomography.” Bauingenieur 90: 436–443.
Wang, L., W. Sun, E. Tutumluer, and C. Druta. 2013. “Evaluation of aggregate imaging techniques for quantification of morphological characteristics.” Transp. Res. Rec. 2335: 39–49. https://doi.org/10.3141/2335-05.
Yang, X., S. Y. Chen, and Z. P. You. 2017. “3D voxel-based approach to quantify aggregate angularity and surface texture.” J. Mater. Civ. Eng. 29 (7): 04017031. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001872.
Yang, X., Z. P. You, Z. G. Wang, and Q. L. Dai. 2016. “Review on heterogeneous model reconstruction of stone-based composites in numerical simulation.” Constr. Build. Mater. 117: 229–243. https://doi.org/10.1016/j.conbuildmat.2016.04.135.
Zhao, B. D., and J. F. Wang. 2016. “3D quantitative shape analysis on form, roundness, and compactness with μ-CT.” Powder Technol. 291 (4): 262–275. https://doi.org/10.1016/j.powtec.2015.12.029.
Zhou, B., J. Wang, and B. Zhao. 2015. “Micromorphology characterization and reconstruction of sand particles using micro X-ray tomography and spherical harmonics.” Eng. Geol. 184 (14): 126–137. https://doi.org/10.1016/j.enggeo.2014.11.009.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 7July 2019

History

Received: Oct 16, 2018
Accepted: Jan 29, 2019
Published online: May 7, 2019
Published in print: Jul 1, 2019
Discussion open until: Oct 7, 2019

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Authors

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Can Jin, Ph.D. [email protected]
Associate Professor, School of Automotive and Transportation Engineering, Hefei Univ. of Technology, 193 Tunxi Rd., Baohe, Hefei, Anhui 230009, China (corresponding author). Email: [email protected]
Feilong Zou [email protected]
Graduate Student, School of Automotive and Transportation Engineering, Hefei Univ. of Technology, 193 Tunxi Rd., Baohe, Hefei, Anhui 230009, China. Email: [email protected]
Xu Yang, Ph.D. [email protected]
Lecturer, School of Engineering, Monash Univ., Clayton, VIC 3800, Australia. Email: [email protected]
Zhanping You, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931. Email: [email protected]

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