Abstract
The micro cracks healing property in asphalt concrete is considered as a good start for understanding and controlling the durability issue of the pavement. However, the impact of repeated micro crack healing cycles have not been investigated thoroughly. In this work, cylindrical asphalt concrete specimens of 100 mm diameter and 63 mm height have been prepared in the laboratory using Marshall method. Specimens were divided into two groups. The first group was subjected to repeated indirect tensile stresses, while the second group was subjected to repeated double punch shear stresses (both at 25 °C) to initiate micro cracks within the specimens using controlled stress mode of loading for 0.1 s followed by rest period of 0.9 s for specified load cycles. Afterword, Specimens were subjected to external heating in an oven at 60 °C and allowed to heal for two hours, conditioned at 25 °C for two hours, then subjected to another course of repeated tensile or shear stresses. The healing process was continued for two successive courses of loading and heating. The deformation of the specimens was monitored through continuous video capture. The impact of asphalt content, type of test, and healing cycles on the permanent deformation have been analyzed. It was concluded that higher deformation of 16% could be detected under tensile stresses as compared to that under shear stresses. The healing cycles causes (7–30) % and (16–37) % reduction in permanent deformation under repeated (ITS) and repeated (PSS) respectively.
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References
AASHTO: Standard Specification for Transportation Materials and Methods of Sampling and Testing. American Association of State Highway and Transportation Officials, 14th Edition, Part II, Washington, DC (2013)
Ajam, H., Lastra-González, P., García, P.: Self-healing of dense asphalt concrete by two different approaches: electromagnetic induction and infrared radiation. In: Proceedings, 8th RILEM International Conference on Mechanisms of Cracking and De-bonding in Pavements, vol. 13, pp. 241–246. Springer, Netherlands (2016)
ASTM: Road and Paving Materials. Annual Book of ASTM Standards, Volume 04.03. American Society for Testing and Materials, USA (2009)
Barrasaa, R., Lópeza, V., Montoliua, C., Ibáñezb, V., Pedrajasc, J., Santarénd, J.: Addressing durability of asphalt concrete by self-healing mechanism. In: Proceedings, XVIII Congreso Panamericano de Ingeniería de Tránsito, Transporte y Logística (PANAM 2014), Social and Behavioral Sciences 162, pp. 188–197 (2014)
Garcia, A.H., Schlangen, E., van de Ven, M.F.C.: Asphalt mastic self-healing. In: Proceeding of the 3rd International Conference Self-Healing Materials, pp. 299–300. Bath, UK (2011)
Jian, Q.: Self-Healing of Asphalt Mixtures-Towards a Better Understanding of the Mechanism, PhD. Dissertation, TU Delft (2012)
Kim, Y., Little, D.N., Lytton, R.L.: Fatigue and healing characterization of asphalt mixtures. J. Mater Civil Eng. ASCE 15(1), 75–83 (2003)
Little, D., Lytton, R., Si, Z., et al.: Crack Phenomenology: Formation and Healing—Task K Findings, Interim Report. Texas Transportation Institute, College Station, TX (2000)
Roque, R., Simms, R., Chen, Y., Koh, C., Lopp, G.: Development of a Test Method That Will Allow Evaluation and Quantification of the Effects of Healing on Asphalt Mixture. University of Florida, Project UF00084223, Final report (2012)
Sarsam, S.I.: Sustainability of asphalt pavement in terms of crack healing phenomena: a review. In: Trends in Transport Engineering and Applications, Volume 3, Issue 2, STM Journals (2016)
Sarsam, S.I.: Crack healing potential of asphalt concrete pavement. Int. J. Sci. Res. Knowl. 3(1), 001–012 (2015)
Sarsam, S., Rahem, F.: Cracking and Crack Healing in Asphalt Concrete Pavement, Graduation Project Report. Department of Civil Engineering, University of Baghdad, Iraq (2009)
Sarsam, S., Barakhas, S.: Influence of load repetitions and heating on micro crack healing of asphalt stabilized subgrade soil. Int. J. Mater. Chem. Phys. 1(3), 399–405 (2015)
Su, J., Yang, P., Wang, Y., Han, S., Han, N., Li, W.: Investigation of the self-healing behaviors of microcapsules/bitumen composites by a repetitive direct tension test. Materials 9(600), 2–18 (2016). doi:10.3390/ma9070600
State Commission of Roads and Bridges SCRB: Standard Specification for Roads & Bridges. Ministry of Housing & Construction, Iraq (2003)
Sarsam, S.I., AL-Shujairy, A.M.: Assessing tensile and shear properties of recycled sustainable asphalt pavement. J. Eng. 21(6) (2015)
Sarsam, S.I., AL-Zubaidi, I.: Resistance to deformation under repeated loading of aged and recycled sustainable pavement. Am. J. Civil Struct. Eng. 1(2), 34–39 (2014). Sciknow Publications Ltd. USA
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Sarsam, S.I., Husain, H.K. (2018). Monitoring the Impact of Micro Cracks Healing Cycles on the Deformation of Asphalt Concrete Under Repeated Loading. In: Mohammad, L. (eds) Advancement in the Design and Performance of Sustainable Asphalt Pavements. GeoMEast 2017. Sustainable Civil Infrastructures. Springer, Cham. https://doi.org/10.1007/978-3-319-61908-8_21
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DOI: https://doi.org/10.1007/978-3-319-61908-8_21
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