An Overall Review: Modified Asphalt Binder Containing Sasobit in Warm-Mix Asphalt Technology
DOI:
https://doi.org/10.11113/jt.v73.4275Keywords:
WMA, sasobit, global warming, sustainable pavement, complex shear modulus(G*), dielectric constantAbstract
Increasing emission of greenhouse gases is an environmental issue, and it is a great concern to curb this problem from further harm to the environment. Warm-mix asphalt (WMA) is one of efforts to curb a reduction in the temperature at which asphalt mixes are produced. WMA can reduce the temperature to 100°C and even lower without compromising the performance of asphalt binder. WMA has various benefits such as, reduction of asphalt binder temperature, reduction in energy consumption and less air pollution. It reduces short-term aging, compacting effort and decreases temperature drop during transportation.  Sasobit is one of  the organic additives of warm mix asphalt. It is used as a binder modifier to produce rut resistant mixtures. It provides the option of reducing fume emissions, saving energy and reducing  production  cycles. Therefore, sasobit is the preferred additive for warm-mix asphalt (WMA). In addition, Complex shear modulus will be determined to find the rutting factor and fatigue factor for the asphalt binder (G*/Sinδ and  G*Sinδ  respectively). The overall  purposes of this study are to determine the importance of using  WMA as a green  pavement and  introducing  sasobit for modifying virgin asphalt binder.
References
Aziz, M. M. B., Muniandy, R., Abdullah, Mahmud, A.R., Khalid, K. Ismail, A. 2010. Preliminary Determination Of Asphalt Properties Using Microwave Techniques. ARPN Journal of Engineering and Applied Sciences. 5(11): 70–81
Zaumanis, M. and V. Haritonovs. 2010. Research on properties of warm mix asphalt. Scientific Proceedings of Riga Technical University. Series 2: Architecture and Construction Science. 11: 77–84.
Hassan, M. 2009. Life-Cycle Assessment Of Warm-Mix Asphalt: An Environmental And Economic Perspective. Lousiana University, Civil Engineering Class.
Hamzah, M. O., A. Jamshidi, and Z. Shahadan. 2010. Evaluation of the potential of Sasobit< sup>® to reduce required heat energy and CO< sub> 2 emission in the asphalt industry. Journal of Cleaner Production. 18(18): 859–1865.
Wasiuddin, N. M., et al. 2012. Effects of Temperature and Shear Rate on Viscosity of Sasobit®-Modified Asphalt Binders. International Journal of Pavement Research and Technology. 5(6): 369–378.
Gandhi, T. 2008. Effects Of Warm Asphalt Additives On Asphalt Binder And Mixture Properties. Clemson University.
Rubio, M. C., Martinez, G., Baena, L., and Moreno, F. 2012. Warm mix asphalt: an overview. Journal of Cleaner Production. 24: 76–84.
Prowell, B.D., Hurley, G.C., and Frank, B. 2007. Warm-Mix Asphalt: Best Practices..
Das, A. 2004. Warm Mix Asphalt.
Xiao, F., V. Punith, and S. N. Amirkhanian. 2012. Effects of non-foaming WMA additives on asphalt binders at high performance temperatures. Fuel. 94: 144–155.
Hainin, M. R., Matori, M. Y., and Akin, O. E. 2014. Evaluation of Factors Influencing strength of Foamed Bitumen Stabilised Mix. Jurnal Teknologi. 70(4).
Sufian, Z., Aziz, N. A., Matori, M. Y., Hussain, M. Z., Hainin, M. R. and 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).
Bueche, N. 2009. Warm asphalt bituminous mixtures with regards to energy, emissions and performance. Young Researchers Seminer (YRS). Torino.
D'Angelo, J. A., Harm, E. E., Bartoszek, J. C., Baumgardner, G. L., Corrigan, M. R., Cowsert, J. E., Harman, T. P., Jamshidi, M., Jones, H. W., Newcomb, D.E. 2008. Warm-Mix Asphalt: European Practice.
Diefenderfer, S. D., K. K. McGhee, and B. M. Donaldson. 2007. Installation Of Warm Mix Asphalt Projects In Virginia.
Jones, D., B.-W. Tsai, and J. Signore, 2010. Warm-Mix Asphalt Study: Laboratory Test Results for AkzoNobel RedisetTM WMX. University of California Pavement Research Center UC Davis. UC Berkeley.
Wang, H., Dang, Z., You, Z., Cao, D. 2012. Effect of warm mixture asphalt (WMA) additives on high failure temperature properties for crumb rubber modified (CRM) binders. Construction and Building Materials. 35: 281–288.
Banerjee, A., A. de Fortier Smit, and J. A. Prozzi. 2012. The effect of long-term aging on the rheology of warm mix asphalt binders. Fuel.. 97: 603–611.
Qin, Q., Farrar, M. J., Pauli, A. T., Adams, J. J. 2014. Morphology, Thermal Analysis And Rheology Of Sasobit Modified Warm Mix Asphalt Binders. Fuel. 115: 416–425.
Kridan, F. A., M., A. K. Arshad, and M. Y. A. Rahman. 2011. The Effect Of Warm Mix Asphalt Additive (Sasobit®) On Determination Of Optimum Bitumen Content. International Journal of Research & Reviews in Applied Sciences. 6(4).
Wasiuddin, N. M., Selvamohan, S., Zaman, M. M., Gucgan, M. L. T. A. 2007. Comparative laboratory study of sasobit and aspha-min additives in warm-mix asphalt. Transportation Research Record: Journal of the Transportation Research Board. 1998(1): 82–88.
Zhao, G.-j. and P. Guo. 2012. Workability of Sasobit Warm Mixture Asphalt. Energy Procedia. 16: 1230–1236.
Hurley, G. C. and B. D. Prowell. 2005. Evaluation Of Sasobit For Use In Warm Mix Asphalt. NCAT report. 05–06.
Jamshidi, A., M. O. Hamzah, and M. Y. 2012. Aman. Effects of Sasobit® content on the rheological characteristics of unaged and aged asphalt binders at high and intermediate temperatures. Materials Research. 15(4): 628–638.
Nashville, T. 2005. Warm Mix Asphalt Technologies. In AASHTO Standing Committee On Highways Technical Meeting.
Arshad, A. K., F. A., M. A Kridan, and M.Y.A. Rahman. 2013. The Effects of Sasobit® Modifier on Binder at High and Intermediate Temperatures. International Journal of Engineering and Advanced Technology. 2(3): 81–84.
Yi-qiu, T., Lei, Z., Wei-Qiang, G., Meng, G. 2012. Investigation of the effects of wax additive on the properties of asphalt binder. Construction and Building Materials. 36: 578–584.
Yusoff, N. I. M., M. T. Shaw, and G. D. Airey. 2011. Modelling the linear viscoelastic rheological properties of bituminous binders. Construction and Building Materials. 25(5): 2171–2189.
Arslan, D., M. Gürü, and M. K. Çubuk. 2013. Improvement of hot mix asphalt performance in cold regions by organic-based synthetic compounds. Cold Regions Science and Technology. 85: 250–255.
Abdullah, M. E., Zamhari, K. A., Shamshudin, M. K., Hainin, M. R. and Idham, M. K. 2013. Rheological properties of asphalt binder modified with chemical warm asphalt additive. In Advanced Materials Research. 671: 1692–1699.
Cooley Jr, L. A., Prowell, B. D. and Hainin, M. R. 2003. Comparison of the Saturated Surface-Dry and Vacuum Sealing Methods for Determining the Bulk Specific Gravity of Compacted HMA. Journal of the Association of Asphalt Paving Technologists. 72.
Yusoff, N. I. M., and Hainin, M. R. 2010. Predictability of complex modulus using rheological models. Asian Journal of Scientific Research. 3(1): 18–30.
Ling, T. C., M Nor, H., Hainin, M. R., Lim, S. K. 2010. Long-term strength of rubberised concrete paving blocks. Proceedings of the ICE-Construction Materials. 163(1): 19–26.
Yusoff, N. I. M., Mounier, D., Marc-Stéphane, G., Hainin, M. R., Airey, G. D. and Di Benedetto, H. 2013. Modelling the rheological properties of bituminous binders using the 2s2p1d model. Construction and Building Materials. 38: 395–406.
Yusoff, N. I. M., Jakarni, F. M., Nguyen, V. H., Hainin, M. R. and Airey, G. D. 2013. Modelling the rheological properties of bituminous binders using mathematical equations. Construction and Building Materials. 40: 174–188.
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