Evaluation of Aging and Moisture Damage Potential of Warm Mix Asphalt Incorporating a Synthetic Wax Additive
DOI:
https://doi.org/10.58916/jhas.v8i3.114Keywords:
WMA, Moisture Damage, Aging, Resilient Modulus, Wax Additive.Abstract
This paper presents the effects of a warm mix additive on the moisture damage of warm mix asphalt (WMA). Asphalt mixtures were made using different WMA contents (0, 2 and 3%) at different compaction temperatures. Aging properties were studied from the effects of artificial long-term aging on resilient modulus (MR) and indirect tensile strength (ITS) of WMAs. Moisture damage was investigated in term of tensile strength ratio (TSR) of unaged and aged specimens conditioned in one and three cycles of freezing and thawing. The results showed that the aging significant affected the MR and ITS of WMA. The additive content increased with air voids but in contrary with the bulk density. Hence, the use of higher additive content can be more beneficial in terms of resilient modulus. Decreasing compaction temperature could significantly decrease the ITS while the TSR of WMA reduced as compaction temperature decreased. From moisture damage tests, the TSR of aged samples was found to be lower than that of unaged samples
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Abdullah, M. E., Zamhari, K. A., Hainin, M. R., Oluwasola, E. A., Yusoff, N. I. M., & Hassan, N. A. (2016). High temperature characteristics of warm mix asphalt mixtures with nanoclay and chemical warm mix asphalt modified binders. Journal of Cleaner Production, 122, 326-334.
Kok, B. V., & Yilmaz, M. (2009). The effects of using lime and styrene–butadiene–styrene on moisture sensitivity resistance of hot mix asphalt.Construction and building materials, 23(5), 1999-2006.
Abdullah, M. E., Zamhari, K. A., Hainin, M. R., Oluwasola, E. A., Hassan, N. A., & Yusoff, N. I. M. (2016). Engineering properties of asphalt binders containing nanoclay and chemical warm-mix asphalt additives. Construction and Building Materials, 112, 232-240.
Rubio, M. C., Martínez, G., Baena, L., & Moreno, F. (2012). Warm mix asphalt: an overview. Journal of Cleaner Production, 24, 76-84.
Capitão, S. D., Picado-Santos, L. G., & Martinho, F. (2012). Pavement engineering materials: Review on the use of warm-mix asphalt. Construction and Building Materials, 36, 1016-1024.
Vaitkus, A., Vorobjovas, V., & Ziliut, L. (2009). The research on the use of warm mix asphalt for asphalt pavement structures. Road Department, Vilnius Gediminas Technical University, Vilnius, Lithuania.
Oliveira, J. R., Silva, H. M., Abreu, L. P., & Fernandes, S. R. (2013). Use of a warm mix asphalt additive to reduce the production temperatures and to improve the performance of asphalt rubber mixtures. Journal of Cleaner Production, 41, 15-22.
Mo, L., Li, X., Fang, X., Huurman, M., & Wu, S. (2012). Laboratory investigation of compaction characteristics and performance of warm mix asphalt containing chemical additives. Construction and Building Materials,37, 239-247.
Xiao, F., Jordan, J., & Amirkhanian, S. (2009). Laboratory investigation of moisture damage in warm-mix asphalt containing moist aggregate.Transportation Research Record: Journal of the Transportation Research Board, (2126), 115-124.
Del Carmen Rubio, M., Moreno, F., Martínez-Echevarría, M. J., Martínez, G., & Vázquez, J. M. (2013). Comparative analysis of emissions from the manufacture and use of hot and half-warm mix asphalt. Journal of Cleaner Production, 41, 1-6.
Cardone F., P.V., Virgili A., Barbati S (2009). An evaluation of use of synthetic waxes in warm mix asphalt. in 7th International RILEM Symposium on advanced testing and characterization of bituminous materials, Rhodes.
Sufian, Z., Aziz, N. A., Matori, M. Y., Hussain, M. Z., Hainin, M. R., & Oluwasola, E. A. (2014). Influence of active filler, curing time and moisture content on the strength properties of emulsion and foamed bitumen stabilized mix. Jurnal Teknologi, 70(4).
Vidal, R., Moliner, E., Martínez, G., & Rubio, M. C. (2013). Life cycle assessment of hot mix asphalt and zeolite-based warm mix asphalt with reclaimed asphalt pavement. Resources, Conservation and Recycling, 74, 101-114.
Hamzah, M.O., A. Jamshidi, and Z. Shahadan, Evaluation of the potential of Sasobit® to reduce required heat energy and CO 2 emission in the asphalt industry. Journal of Cleaner Production, 2010. 18(18): p. 1859-1865.
Shu, X., Huang, B., Shrum, E. D., & Jia, X. (2012). Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP. Construction and Building Materials, 35, 125-130.
Akisetty, C. K., Lee, S. J., & Amirkhanian, S. N. (2009). High temperature properties of rubberized binders containing warm asphalt additives.Construction and Building Materials, 23(1), 565-573.
Mo. Liantong, L.X., Fang. Xing, Huurman. M, Wu, Shaopeng, Laboratory investigation of compaction characteristics and performance of warm mix asphalt containing chemical additives. Construction and Building Materials, 2012. 37: p. 239-247.
Bennert, T., Reinke, Gerald., Mogawer, Walaa., Mooney, Karissa, Assessment of workability and compactability of warm-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board, 2010(2180): p. 36-47.
Akisetty, C., Xiao, F., Gandhi, T., & Amirkhanian, S. (2011). Estimating correlations between rheological and engineering properties of rubberized asphalt concrete mixtures containing warm mix asphalt additive.Construction and Building Materials, 25(2), 950-956.
Ameri, M., Hesami, S., & Goli, H. (2013). Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag. Construction and Building materials, 49, 611-617.
Kristjánsdóttir, Ó., Muench, S., Michael, L., & Burke, G. (2007). Assessing potential for warm-mix asphalt technology adoption. Transportation Research Record: Journal of the Transportation Research Board, (2040), 91-99.
Xiao, F., Zhao, W., Gandhi, T., & Amirkhanian, S. N. (2010). Influence of antistripping additives on moisture susceptibility of warm mix asphalt mixtures. Journal of Materials in Civil Engineering, 22(10), 1047-1055.
Oluwasola, E. A., Hainin, M. R., & Aziz, M. M. A. (2015). Evaluation of rutting potential and skid resistance of hot mix asphalt incorporating electric arc furnace steel slag and copper mine tailing. Indian Journal of Engineering & Materials Sciences, 22, 550-558.
Oluwasola, E. A., Hainin, M. R., Aziz, M. M. A., Singh, S., & Singh, L. M. (2015). Effect of Aging on the Resilient Modulus of Stone Mastic Asphalt Incorporating Electric Arc Furnace Steel Slag and Copper Mine Tailings. InInCIEC 2014 (pp. 1199-1208). Springer Singapore.
Wang, H., Dang, Zhengxia., You, Zhanping., Cao, Dongwei (2012). Effect of warm mixture asphalt (WMA) additives on high failure temperature properties for crumb rubber modified (CRM) binders. Construction and Building Materials, 35: p. 281-288.
Hamzah, M.O., B. Golchin, and C.T. Tye (2013). Determination of the optimum binder content of warm mix asphalt incorporating Rediset using response surface method. Construction and Building Materials, 47: p. 1328-1336.
Rahman, M. and M. Sobhan (2013). Use of Non-Conventional Fillers on Asphalt-Concrete Mixture. International Journal of Innovation and Applied Studies, 3(4): p. 1101-1109.
Hamzah, M.O.K., Muhammad Rafiq. Quadri, Sayed Abulhasan. Valentin, Jan, (2014). Quantification of moisture sensitivity of warm mix asphalt using image analysis technique. Journal of Cleaner Production, 68: p. 200-208.
Al-Shalout, I., R. Stas, and O. Miro (2007). Effects of Moisture, Compaction Temperature and Gradation Types on Durability of Asphalt Concrete Mixtures1.
Akisetty, C.K., S.-J. Lee, and S.N. Amirkhanian (2009). Effects of compaction temperature on volumetric properties of rubberized mixes containing warm-mix additives. Journal of Materials in Civil Engineering, 21(8): p. 409-415.
Aman, M.Y. and M.O. Hamzah (2014). Effects of Anti-Stripping Additives on Moisture Sensitivity of Warm Porous Asphalt Mixtures. International Journal of Construction Technology and Management, 1(1): p. 1-7
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