Performance Improvement of Porous Asphalt Mixtures using Crumb Rubber and Steel Slag Powder

Nazarinasab, Ali; Ghasemi, Mojtaba; Marandi, Seyed Morteza

doi:10.22119/ijte.2017.52978

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	Performance Improvement of Porous Asphalt Mixtures using Crumb Rubber and Steel Slag Powder
Article 1, Volume 6, Issue 2 - Serial Number 22, Autumn 2018, Page 99-110 PDF (887.78 K)
Document Type: Research Paper
DOI: 10.22119/ijte.2017.52978
Authors
Ali Nazarinasab¹; Mojtaba Ghasemi ²; Seyed Morteza Marandi³
¹M.Sc. Student, Department of Civil Engineering, Graduate University of Advanced Technology, Kerman, Iran
²Assistant Professor, Department of Civil Engineering, Graduate University of Advanced Technology, Kerman, Iran
³Professor, Department of Civil Engineering, Shahid Bahonar University, Kerman, Iran
Abstract
In recent decades, porous asphalt has been extended for surface drainage in various regions throughout the world. The permeability of porous asphalt has an important role in the performance of asphalt pavements in the rainy weather. The most remarkable problem related to the porous asphalt is its short service time. Considerable efforts have been made to enhance the mechanical properties of porous asphalt. Steel slag produced from manufacturing processes is a by-product commonly deposited in landfills and thus results in many serious environmental problems. Very high amounts of steel slag is produced in Iran and if these waste materials could be well put into practical uses, it would decrease the burden on the environment. This paper presents a series of tests on modified bitumen and porous asphalt with steel slag powder (SSP) and crumb rubber (CR). Reference tests were also conducted on control bitumen and porous asphalt. The material properties for different types of bitumen and porous asphalt were evaluated by penetration degree, softening point, ductility, Marshall stability, indirect tensile strength (ITS), porosity, and permeability. The results of current research demonstrated that it was feasible to replace partial CR with SSP. SSP can not only increase the softening point and ductility, but also reduce the penetration degree. Compared with the control porous asphalt, the modified porous asphalt with SSP/CR had higher Marshall stability, Marshall quotient (MQ), ITS and porosity. When 90% of CR was replaced by SSP in porous asphalt, highest permeability was observed. From these results, it was concluded that SSP can potentially be used as modifier replacement in the production of modified porous asphalt.
Keywords
Bitumen Modification; crumb rubber; Steel Slag Powder; Porous Asphalt


References
-Ameri, M., Hesami, S. and Goli, H. (2013) “Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag”, Construction and Building Materials, Vol. 49, No. 1, pp.611-617. [doi:10.1016/j.conbuildmat.2013.08.034] -Baumgardner, G. L., Hardee, J. R., Negulescu, I. I., Williams, E. R., Howard, I. L. and John, R. (2014) “Quantitative analysis of functional polymer in recycled tyre rubber used in modified asphalt binders”, , Road Materials and Pavement Design, Vol. 15, No. 1, pp. 263–278. [doi:10.1080/14680629.2014.927413] -Bolden, J., Abu-Lebdeh, T. and Fini, E. (2013) “Utilization of recycled and waste materials in various construction applications”, American Journal off Environmental Sciences, Vol. 9, No. 1, pp. 14-24. [doi : 10.3844/ajessp.2013.14.24] -Du, Y., Bo, Y., Jin, F. and Liu, C. (2016) “Durability of reactive magnesia-activated slag-stabilized low plasticity clay subjected to drying–wetting cycle”, European Journal of Environmental and Civil Engineering, Vol. 20, No. 2, pp. 215-230. [doi:10.1080/19648189.2015.1030088] -Frigio, F., Pasquini, E., Ferrotti, G. and Canestrari, F. (2013) “Improved durability of recycled porous asphalt”, Construction and Building Materials, Vol. 48, No. 1, pp. 755-763. [doi:10.1016/j.conbuildmat.2013.07.044] -Ghasemi, M. and Marandi, S.M. (2014) “Engineering Properties of SMA Mixtures/Polymer/RGP Blends”, International Journal of Transportation Engineering (IJTE), Vol. 2, No. 2, pp. 97-106. -Ghasemi, M. and Marandi, S.M. (2013) “performance improvement of a crumb rubber modified bitumen using recycled glass powder”, journal of Zhejiang university-science A, Vol. 14, No. 11, pp. 805–814. [doi:10.1631/jzus.A1300053] -Goli, A., Ziari, H. and Amini, A. (2016) “Evaluating the performance of crumb rubber modified binders used in Isfahan Province”, International Journal of Transportation Engineering (IJTE), Vol. 4, No. 2, pp. 97-107. -González, V., Martínez-Boza, F.J., Gallegos, C., PérezLepe, A., and Páez, A. (2012) “A study into the processing of bitumen modified with tire crumb rubber and polymeric additives”, Fuel Process, Vol. 95, No. 1, pp. 137-143. [doi:10.1016/j.fuproc.2011.11.018] -Lan, W., Ghani, R., Yongming, X. and Gang, C. (2015) “Microstructure and rheological properties of aged and unaged polymer-modified asphalt binders”, Road Materials and Pavement Design, Vol. 16, No. 3, pp. 592-607. doi:10.1080/14680629.2015.1021368] -Liu, Q., Schlangen, E., García, Á., and Ven, M. (2009) “Induction heating of electrically conductive porous asphalt concrete”, Construction and Building Materials, Vol. 24, No. 1, pp. 1207–1213. [doi:10.1016/j.conbuildmat.2009.12.019] -Luo, S., Lu, Q. and Qian, Z. (2015) “Performance evaluation of epoxy modified open-graded porous asphalt concrete”, Construction and Building Materials, Vol. 76, No. 1, pp. 97-102. [doi:10.1016/j.conbuildmat.2014.11.057] -Lyons, K.R. and Putnam, B.J. (2013) “Laboratory evaluation of stabilizing methods for porous asphalt mixtures”, Construction and Building Materials, Vol. 49, No. 1, pp. 772–780. [doi:10.1016/j.conbuildmat.2013.08.076] -Mo, L.T., Huurman, M., Wu, S.P. and Molenaar, A.A.A. (2011) “Bitumen–stone adhesive zone damage model for the meso-mechanical mixture design of raveling resistant porous asphalt concrete”, International Journal of Fatigue, Vol. 33, No. 1, pp. 1490-1503. [doi:10.1016/j.ijfatigue.2011.06.003] -Moghadasnejad, F., Aghajani, P., Modarres, A. and Firoozifar, H. (2012) “Investigating the properties of crumb rubber modified bitumen using classic and SHRP testing methods”, Construction and Building Materials, Vol. 26, No. 1, pp. 481-489. [doi:dx.doi.org/10.1016/j.conbuildmat.2011.06.048] -Mohammadzadeh Moghaddam A., Ziaee, S.A., Farhad Mollashahi, H. and Jalili Qazizadeh, M. (2014) “Effects of waste fibers stabilizers on the draindown and moisture damage sensitivity properties of SMA mixtures”, International Journal of Transportation Engineering (IJTE), Vol. 2, No. 2, pp 155-165. -Poulikakos, L. and Partl, M.N. (2012) “A multi-scale fundamental investigation of moisture induced deterioration of porous asphalt concrete”, Construction and Building Materials, Vol. 36, No. 1, pp.1025-1035. [doi:10.1016/j.conbuildmat.2012.04.071] -Qian, Z. and Lu, Q. (2015) “Design and laboratory evaluation of small particle porous epoxy asphalt surface mixture for roadway pavements”, Construction and Building Materials, Vol. 77, No. 1, pp. 110-116. [doi:10.1016/j.conbuildmat.2014.12.056] -Ruth, B.E., Tia, M., Jonsson, G. and Setze, J.C. (1997) “Recycling of asphalt mixtures containing crumb rubber”, Final Report. FL/DOT/MO D510717. University of Florida. Florida Department of Transportation, 221p. -Sadeghpour Galooyak, S., Palassi, M., Goli, A. and Zanjirani Farahani, H. (2015) “Performance Evaluation of Nano-silica Modified Bitumen”, International Journal of Transportation Engineering (IJTE), Vol. 3, No. 1, pp. 55-66. -Shahiri, J. and Ghasemi, M. (2017) “Utilization of Soil Stabilization with Cement and Copper Slag as Subgrade Materials in Road Embankment Construction”, International Journal of Transportation Engineering (IJTE), Vol. 5, No. 1, pp. 45-58. -Subhy, A., Lo Presti, D. and Airey, G. (2015) “An investigation on using pre-treated tyre rubber as a replacement of synthetic polymers for bitumen modification”, Road Materials and Pavement Design, Vol. 16, No. 1, pp. 245-264. [doi:10.1080/14680629.2015.1030826] -Taherkhani, H., Firoozei, F. and Bolouri Bazaz, J. (2016) “Evaluation of the mechanical properties of the cement treated cold-in-place recycled asphalt mixtures”, International Journal of Transportation Engineering (IJTE), Vol. 3, No. 4, pp. 301-312. -Taherkhani, H., Moghadas Nejad, F., Khodaii, A. and Saleh Ahari, A. (2017) “Investigating the effects of temperature and loading frequency on the resilient modulus of SBS polymer modified asphalt concrete in dry and saturated conditions”, International Journal of Transportation Engineering (IJTE), Vol. 5, No. 1, pp. 1-16. -Ziaee, S.A., Kavussi, A., Jalili Ghazizadeh, M. and Mohammadzadeh Moghadam, A. (2014) “Evaluation of long term ageing of asphalt mixtures containing EAF and BOF steel slags”, International Journal of Transportation Engineering (IJTE), Vol. 2, No. 3, pp. 245-265. -Ziari, H., Moniri, A., Ayazi, M. and Nakhaei, M. (2016) “Investigation of rutting performance of wma mixtures containing copper slag”, International Journal of Transportation Engineering (IJTE), Vol. 3, No. 3, pp. 227-235.
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