Effect of Coarse Aggregate Composition on Physical and Mechanical Properties
Publication: Journal of Materials in Civil Engineering
Volume 31, Issue 10
Abstract
Aggregates, as main components of asphalt mixtures, have a great influence on the road performance of mixtures. Similar to biological genes determining biological traits, the macroscopic performances of aggregates are determined by the aggregates’ properties. Specifically, the crushing process determines morphological characteristics of aggregates, and the chemical composition determines the physical and mechanical properties. In order to predict aggregates’ properties and rationally select aggregates, the effect of chemical composition on the properties of coarse aggregates was investigated in this paper. The physical and mechanical properties of different aggregates were tested, including the apparent relative density, water absorption, crushing value, and Los Angeles wear value. The chemical composition was measured by X-ray fluorescence (XRF). Moreover, the Pearson correlation of chemical compositions and physical and mechanical properties of coarse aggregates was analyzed by Statistic Package for Social Science (SPSS) software, and results showed that and can improve the properties of coarse aggregates, whereas CaO had a negative effect on aggregate performance. Therefore, aggregates with higher and content can be selected for pavements with high strength requirements.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work was supported by the Special Fund for Basic Scientific Research of Central College of Chang’an University (Nos. 300102218413, 310821153502, and 300102218405) and the Department of Science and Technology of Shaanxi Province (Nos. 2016 ZDJC-24 and 2017KCT-13).
References
Airey, G. D., A. C. Collop, S. E. Zoorob, and R. C. Elliott. 2008. “The influence of aggregate, filler and bitumen on asphalt mixture moisture damage.” Constr. Build. Mater. 22 (9): 2015–2024. https://doi.org/10.1016/j.conbuildmat.2007.07.009.
Apak, D., C. Isiksalan, and F. Yagiz. 1967. “Effects of various mineral fillers on skid-resistance properties of asphalt paving mixtures-Turkey.” In Proc., Permanent Int. Association of Road Congresses. Washington, DC: National Academy of Sciences.
Ashtiani, R., A. Saeed, and M. Hammons. 2014. “Mechanistic characterization and performance evaluation of recycled aggregate systems.” J. Mater. Civ. Eng. 26 (1): 99–106. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000798.
Asi, I. M. 2007. “Evaluating skid resistance of different asphalt concrete mixes.” Build. Environ. 42 (1): 325–329. https://doi.org/10.1016/j.buildenv.2005.08.020.
Cai, X., K. H. Wu, W. K. Huang, and C. Wan. 2018. “Study on the correlation between aggregate skeleton characteristics and rutting performance of asphalt mixture.” Constr. Build. Mater. 179 (Aug): 294–301. https://doi.org/10.1016/j.conbuildmat.2018.05.153.
Chatterji, S. 2005. “Chemistry of alkali-silica reaction and testing of aggregates.” Cem. Concr. Compos. 27 (7–8): 788–795. https://doi.org/10.1016/j.cemconcomp.2005.03.005.
Faheem, A. F., H. Wen, L. Stephenson, and H. Bahia. 2008. “Effect of mineral filler on damage resistance characteristics of asphalt binders (with discussion).” J. Assoc. Asphalt Paving Technol. 77: 885.
Giaccio, G., and R. Zerbino. 1998. “Failure mechanism of concrete: Combined effects of coarse aggregates and strength level.” Adv. Cem. Based Mater. 7 (2): 41–48. https://doi.org/10.1016/S1065-7355(97)00014-X.
Gong, X., P. Romero, and Z. Dong. 2017. “Investigation on the low temperature property of asphalt fine aggregate matrix and asphalt mixture including the environmental factors.” Constr. Build. Mater. 156 (Dec): 56–62. https://doi.org/10.1016/j.conbuildmat.2017.08.142.
Guo, H. U., Z. Ming, and H. Chang. 2000. “Preliminary study on mechanical stability and acidic and basic stability of aggregates in red soil.” J. Agric. 3: 125–127.
Haddock, J. E., and B. D. Prowell. 2001. Determination of aggregate specific gravity and its effect on HMA mixture performance. STP 1412. West Conshohocken, PA: ASTM.
Highway Science Research Institute, Ministry of Communications. 2004. Technical specifications for construction of highway asphalt pavements. JTG F40. Beijing: Code of China.
Ismail, A. I. M., and D. S. Ghabrial. 2009. “Acidic rocks as aggregates in concrete: Engineering properties, microstructures and petrologic characteristics.” Geotech. Geol. Eng. 27 (4): 519–528. https://doi.org/10.1007/s10706-009-9253-4.
Kevern, J. T., K. Wang, and V. R. Schaefer. 2010. “The effect of aggregate type on the freeze-thaw durability of pervious concrete.” J. Mater. Civ. Eng. 22 (5): 469–475. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000049.
Liang, J. H., X. U. Liang, and F. Chao. 2011. “Aggregate on asphalt mixture performance study.” [In Chinese.] Highway Eng. 36 (4): 193–194.
Liu, H., Y. Sun, G. Yang, and Y. Chen. 2012. “A review of particle breakage characteristics of coarse aggregates.” J. Hohai Univ. 40 (4): 361–369.
Liu, Y., W. Sun, H. Nair, D. S. Lane, and L. Wang. 2016. “Quantification of aggregate morphologic characteristics with the correlation to uncompacted void content of coarse aggregates in Virginia.” Constr. Build. Mater. 124 (Oct): 645–655. https://doi.org/10.1016/j.conbuildmat.2016.06.150.
Liu, Y. J., and M. Tia. 2012. “Creep property of concretes with different types of coarse aggregates.” Appl. Mech. Mater. 174: 308–313. https://doi.org/10.4028/www.scientific.net/AMM.174-177.308.
Liu, Z. G., C. M. Liu, and F. W. Wang. 2008. “The influence of aggregate feature and asphalt content on the performance of asphalt mixture.” [In Chinese.] J. Jilin Inst. Archit. Civ. 25 (1): 43–46.
McCullough, B. F., D. Zollinger, and T. Dossey. 1998. Evaluation of the performance of Texas pavements made with different coarse aggregates: Project summary report. TX-01/7-3925-1. Austin, TX: Texas Dept. of Transportation.
Occupation Standard of the People’s Republic of China. 2005. Test methods of aggregate for highway engineering. JTG E42. Beijing: Code of China.
Rajan, B., and D. Singh. 2017a. “Comparison of shape parameters and laboratory performance of coarse aggregates produced from different types of crushing operations.” J. Mater. Civ. Eng. 29 (7): 04017044. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001874.
Rajan, B., and D. Singh. 2017b. “Understanding influence of crushers on shape characteristics of fine aggregates based on digital image and conventional techniques.” Constr. Build. Mater. 150 (Sep): 833–843. https://doi.org/10.1016/j.conbuildmat.2017.06.058.
Singh, D., M. Zaman, and S. Commuri. 2012. “Comparison of shape parameters for different types and sizes of coarse aggregates for pavement applications.” In Proc., Transportation Research Board Meeting. Washington, DC: Transportation Research Board.
Vander, W. G. J. L., and J. M. J. M. Bijen. 1985. “Properties of concrete made with three types of artificial PFA coarse aggregates.” Int. J. Cem. Compos. Lightweight Concr. 7 (3): 159–167. https://doi.org/10.1016/0262-5075(85)90003-X.
Vassaux, S., V. Gaudefroy, L. Boulangé, A. Pévère, V. Mouillet, and V. Barragan-Montero. 2017. “Towards a better understanding of wetting regimes at the interface asphalt/aggregate during warm-mix process of asphalt mixtures.” Constr. Build. Mater. 133 (Feb): 182–195. https://doi.org/10.1016/j.conbuildmat.2016.12.015.
Walubita, L. F., A. N. Faruk, S. Lee, D. Nguyen, and T. Scullion. 2014. HMA shear resistance, permanent deformation, and rutting tests for Texas mixes: Final year-2 report. Austin, TX: Texas Dept. of Transportation.
Walubita, L. F., W. Liu, and T. Scullion. 2010. The Texas perpetual pavements: Experience overview and the way forward. Washington, DC: Federal Highway Administration.
Walubita, L. F., and A. E. Martin. 2010. “Characterizing the relaxation modulus properties of HMA mixes based on the uniaxial strain-controlled testing.” Road Mater. Pavement Des. 11 (3): 529–557. https://doi.org/10.1080/14680629.2010.9690293.
Walubita, L. F., and T. Scullion. 2013. New generation HMA mix designs: Accelerated pavement testing of a type C mix with the ALF machine. Austin, TX: Texas Dept. of Transportation.
Walubita, L. F., T. Scullion, and J. Leidy. 2009a. “Workability of the 25 mm-NMAS stone Fill HMA mixes.” In Proc., GeoHunan International Conference in Material Design, Construction, Maintenance, and Testing of Pavements: Selected Papers from 2009, 49–55. Reston, VA: ASCE.
Walubita, L. F., T. Scullion, J. Leidy, and W. Liu. 2009b. “Non-destructive testing technologies: Application of the ground penetrating radar (GPR) to perpetual pavements.” Road Mater. Pavement Des. 10 (2): 259–286. https://doi.org/10.1080/14680629.2009.9690195.
Xie, B. H. 2015. “Research on influence of fine aggregate on pavement performance of asphalt mixture.” [In Chinese.] Technol. Econ. Areas Commun. 17 (3): 109–114. https://doi.org/10.19348/j.cnki.issn1008-5696.2015.03.026.
Xu, M., Z. C. Li, and J. Chen. 2014. “The effect of aggregate property on shear performance of asphalt mixture.” [In Chinese.] J. Shandong Jiaotong Univ. 22 (3): 62–65.
Zega, C. J., Y. A. Villagrán-Zaccardi, and A. A. D. Maio. 2010. “Effect of natural coarse aggregate type on the physical and mechanical properties of recycled coarse aggregates.” Mater. Struct. 43 (1–2): 195–202. https://doi.org/10.1617/s11527-009-9480-4.
Zeng, J. J. 2003. “Enhancement of adhesion between asphalt and acidic aggregates using slaked lime.” [In Chinese.] Cent. South Highway Eng. 28 (3): 83–85.
Zvyagin, B. B., and V. A. Drits. 1970. “An introduction to rock forming minerals. Vols. I-V by W. A. Deer, R. A. Howie and J. Zussman.” J. Appl. Crystallogr. 3 (5): 426–428. https://doi.org/10.1107/S0021889870006702.
Information & Authors
Information
Published In
Copyright
©2019 American Society of Civil Engineers.
History
Received: Dec 15, 2018
Accepted: Apr 29, 2019
Published online: Aug 10, 2019
Published in print: Oct 1, 2019
Discussion open until: Jan 10, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.