Technical Papers
Aug 25, 2012

Investigation of Mechanical Properties of Short- and Long-Term Aged Asphaltite Modified Asphalt Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 25, Issue 5

Abstract

In this study, the effects of asphaltite and long-term aging (LTA) on the mechanical properties of hot-mix asphalt were investigated. The asphaltite entrained as filler at five different proportions into the hot-mix asphalt samples, and the obtained results were compared against the control mixtures. The pure and asphaltite-containing compacted mixtures were exposed to LTA in an oven. Marshall stability, resistance to moisture-induced damage, and resistance to crack propagation tests in accordance with the principles of elastic-plastic fracture and linear-elastic fracture mechanics were carried out on the mixtures. It was determined that the optimal proportion of asphaltite usage as filler with respect to volumetric design is 3% by weight. The test results demonstrated that asphaltite use enhances resistance against permanent deformation, moisture-induced damage, and crack propagation, especially at normal temperatures, albeit at the cost of causing the hot-mix asphalt to exhibit a more brittle behavior. The use of asphaltite would be recommended to reduce the long-term effects of aging in general, specifically on account of the results of the stability, moisture-induced damage, and fracture toughness tests.

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Acknowledgments

This study was performed under TUBİTAK (Scientific and Technological Research Council of Turkey) Research Project MAG-109M608 and FUBAP (Fırat University Scientific Research Projects Unit) Research Project FUBAP–2018. The financial contribution of TUBİTAK and FUBAP is gratefully acknowledged.

References

AASHTO. (2007). “Standard method of test for resistance of compacted hot mix asphalt (HMA) to moisture-induced damage.”, Washington DC.
AASHTO. (2011). “Standard method of test for uncompacted void content of fine aggregate.”, Washington, DC.
Airey, G. D. (2002). “Rheological evaluation of ethylene vinyl acetate polymer modified bitumens.” Constr. Build. Mater., 16(8), 473–487.
Airey, G. D. (2003). “Rheological properties of styrene butadiene styrene polymer modified road bitumens.” Fuel, 82(14), 1709–1719.
Al-Hadidy, A. I., and Yi-qiu, T. (2011). “Effect of styrene-butadiene-styrene on the properties of asphalt and stone-matrix-asphalt mixture.” J. Mater. Civ. Eng., 23(4), 504–510.
Asphalt Institute. (1996). “Superpave mix design.”, Lexington, KY.
ASTM. (2001). “Standard test method for determining the percentage of fractured particles in coarse aggregate.”, West Conshohocken, PA.
ASTM. (2005). “Standard test method for soundness of aggregates by use of sodium sulfate or magnesium sulfate.”, West Conshohocken, PA.
ASTM. (2006). “Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.”, West Conshohocken, PA.
ASTM. (2010a). “Standard test method for flat particles, elongated particles, or flat and elongated particles in coarse aggregate.”, West Conshohocken, PA.
ASTM. (2010b). “Standard test methods for specific gravity of soil solids by water pycnometer.”, West Conshohocken, PA.
ASTM. (2012a). “Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate.”, West Conshohocken, PA.
ASTM. (2012b). “Standard test method for density, relative density (specific gravity), and absorption of fine aggregate.”, West Conshohocken, PA.
Bell, C. A., Wahab, A. Y., Cristi, M. E., and Sosnovske, D. (1994)., Strategic Highway Research Program, National Research Council, Washington, DC.
Bukka, K., Miller, J. D., and Oblad, A. G. (1991). “Fractionation and characterization of Utah tar-sand bitumens: Influence of chemical composition on bitumen viscosity.” Energy Fuels, 5(2), 333–340.
Cooper, S. B., Mohammad, L. N., and Elseifi, M. A. (2011). “Laboratory performance characteristics of sulfur-modified warm-mix asphalt.” J. Mater. Civ. Eng., 23(9), 1338–1345.
Deniz, M. T., and Lav, A. H. (2010). “The usage of granular sulfur with bitumen and its effects on stability.” ITU J./D Eng., 9(6), 137–148 (in Turkish).
European Standard. (2010). “Bituminous mixtures: Test methods for hot mix asphalt. Part 44: Crack propagation by semi-circular bending test.”, Pilsen, Czech Republic.
Geckil, T. (2008). “Research on the effect of carbon black on the features of hot mix asphalt.” Ph.D. thesis, Firat Univ., Elazig, Turkey (in Turkish).
Harigan, E. T., Leahy, R. B., and Youtcheff, J. S. (1994)., Strategic Highway Research Program, National Research Council, Washington, DC.
Kavak, O. (2011). “Organic geochemical comparison of asphaltites of Sırnak area with the oils of the Raman and Dincer fields in southeastern Turkey.” Fuel, 90(4), 1575–1583.
Kok, B. V., and Colak, H. (2011). “Laboratory comparison of the crumb-rubber and SBS modified bitumen and hot mix asphalt.” Constr. Build. Mater., 25(8), 3204–3212.
Kok, B. V., and Yilmaz, M. (2009). “The effects of using lime and styrene-butadiene-styrene on moisture sensitivity resistance of hot mix asphalt.” Constr. Build. Mater., 23(5), 1999–2006.
Kuloglu, N., Yilmaz, M., Kok, B. V., and Geckil, T. (2009). “Effect of using Silopi asphaltite on the resistance to moisture-induced damage.” Proc., 5th National Asphalt Symposium and Exhibition, Turkish General Directorate of Highways, Ankara, Turkey, 309–317 (in Turkish).
Liu, J., and Li, P. (2008). “Experimental study on gilsonite-modified asphalt.” Proc., 2008 Airfield and Highway Pavements Conf., ASCE, Reston, VA, 222–228.
Lu, X., Isacsson, U., and Ekblad, J. (1999). “Rheological properties of SEBS, EVA and EBA polymer modified bitumens.” Mater. Struct., 32(2), 131–139.
Meyer, R. F., and De Witt, W. (1944). Definition and world resources of natural bitumens, USGS, Reston, VA.
Mohammad, L. N., Wu, Z., and Aglan, M. A. (2004). “Characterization of fracture and fatigue resistance on recycled polymer-modified asphalt pavements.” Proc., 5th Int. RILEM Conf. on Reflective Cracking in Pavements, RILEM Publications SARL, Limoges, France, 375–382.
Molenaar, J. M. M. (2003). Performance related characterisation of the mechanical behaviour of asphalt mixtures, Rijkswaterstaat Road and Hydraulic Engineering Institute, Delft, The Netherlands.
Oruç, S., and Eren, U. (2008). “Usability of asphaltite in asphalt concrete as mineral filler.” J. Build. World, 150, 10–14 (in Turkish).
Timm, D. H., May, R. W., Taylor, A. J., Tran, N., and Robbins, M. M. (2010). “Structural design of sulfur-modified warm-mix asphalt.” Proc., 89th Annual Meeting (DVD), Transportation Research Board, Washington, DC.
Vallerga, B. A. (1981). “Pavement deficiencies related to asphalt durability.” Proc., Association of Asphalt Paving Technologists, Vol. 50, MN, 481–491.
Whiteoak, D., and Read, J. (2003). Shell bitumen handbook, Thomas Telford, London.
Yilmaz, M., Kok, B. V., and Kuloglu, N. (2011). “Effects of using asphaltite as filler on mechanical properties of hot mix asphalt.” Constr. Build. Mater., 25(11), 4279–4286.
Zoorob, S. E., and Suparma, L. B. (2000). “Laboratory design and ınvestigation of the properties of continuously graded asphaltic concrete containing recycled plastics aggregate replacement (plastiphalt).” Cem. Concr. Compos., 22(4), 233–242.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 25Issue 5May 2013
Pages: 563 - 572

History

Received: Jul 18, 2011
Accepted: Jun 25, 2012
Published online: Aug 25, 2012
Published in print: May 1, 2013

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Authors

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Mehmet Yılmaz [email protected]
Dept. of Civil Engineering, Faculty of Engineering, Fırat Univ., 23119, Elazig, Turkey (corresponding author). E-mail: [email protected]
Baha Vural Kök [email protected]
Dept. of Civil Engineering, Faculty of Engineering, Fırat Univ., 23119, Elazig, Turkey. E-mail: [email protected]
Necati Kuloğlu [email protected]
Dept. of Civil Engineering, Faculty of Engineering, Fırat Univ., 23119, Elazig, Turkey. E-mail: [email protected]

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