Comparative Study of the Effects of Nanosilica and Zyco-Soil Nanomaterials on the Properties of Asphalt Concrete
Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 8
Abstract
Recent studies have revealed that zyco-soil and nanosilica are among the nanomaterials that can help improve the moisture-damage resistance of asphalt mixtures. However, these also affect the properties of asphalt mixtures in different ways. For the first time, this study aims to compare their effects on some engineering properties of a typical asphalt concrete, the environmental impact, and the cost. The 60/70 penetration-grade asphalt cement was modified by adding different percentages of nanosilica (1, 3, and 5%, by the weight) and zyco-soil (0.1, 0.3, and 0.5%) content and evaluated using experiments. The results showed that nanosilica modification leads to higher resistance to permanent deformation, resilient modulus, and indirect tensile strength compared with zyco-soil modification. Beyond an optimum zyco-soil content of 0.1%, resistance to permanent deformation and resilient modulus of the mixtures decreases with increasing zyco-soil content. The results also showed that zyco-soil-modified asphalt mixtures are more resistant to moisture damage compared with the nanosilica-modified mixtures. However, the optimum zyco-soil content to achieve the highest resistance to moisture damage is different from that used to achieve stiffness and stability. For nanosilica, the optimum content to achieve the highest resistance to moisture damage and stability is the same.
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References
AASHTO. (1993). Guide for design of pavement structures, Washington, DC.
AASHTO. (2010). “Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage.” AASHTO T283, Washington, DC.
AASHTO. (2013). “Standard specification for fine aggregate for hydraulic cement concrete.” AASHTO M6, Washington, DC.
Ameri, M., Hesami, S., and Goli, H. (2013). “Laboratory evaluation of warm mix asphalt mixtures containing electric arc furnace (EAF) steel slag.” Constr. Build. Mater., 49, 611–617.
Arabani, M., Roshani, H., and Hamedi, G. (2012). “Estimating moisture sensitivity of warm mix asphalt modified with zycosoil as an antistrip agent using surface free energy method.” J. Mater. Civ. Eng., 889–897.
ASTM. (1992). “Standard test method for resistance of plastic flow of bituminous mixtures using marshall apparatus.” ASTM D1559, West Conshohocken, PA.
ASTM. (1995). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” ASTM D4123-95, West Conshohocken, PA.
ASTM. (1997a). “Standard test method for density, relative density (specific gravity), and absorption of fine aggregate.” ASTM C128, West Conshohocken, PA.
ASTM. (1997b). “Standard test method for effect of heat and air on asphaltic materials (thin-film oven test).” ASTM D1754, West Conshohocken, PA.
ASTM. (2002a). “Standard test method for determination of organochlorine pesticides in water by capillary column gas chromatography.” ASTM D5812, West Conshohocken, PA.
ASTM. (2002b). “Standard test method for flash and fire points by cleveland open cup tester.” ASTM D92, West Conshohocken, PA.
ASTM. (2003). “Standard test method for ductility of bituminous materials.” ASTM D113-99, West Conshohocken, PA.
ASTM. (2004). “Standard test method for density, relative density (specific gravity), and absorption of coarse aggregate.” ASTM C127, West Conshohocken, PA.
ASTM. (2005). “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318, 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.” ASTM C131, West Conshohocken, PA.
ASTM. (2009a). “Standard test method for density of semi-solid bituminous materials (pycnometer method).” ASTM D70, West Conshohocken, PA.
ASTM. (2009b). “Standard test method for solubility of asphaltic materials in trichloroethylene.” ASTM D2042, West Conshohocken, PA.
ASTM. (2010). “Standard test method for kinematic viscosity of asphalts.” ASTM D2170, West Conshohocken, PA.
ASTM. (2013a). “Standard test method for penetration of bituminous materials.” ASTM D5, West Conshohocken, PA.
ASTM. (2013b). “Standard test method for soundness of aggregates by use of sodium sulfate or magnesium sulfate.” ASTM C88, West Conshohocken, PA.
ASTM. (2014a). “Standard test method for sand equivalent value of soils and fine aggregate.” ASTM D2419, West Conshohocken, PA.
ASTM. (2014b). “Standard test method for softening point of bitumen (ring-and-ball apparatus).” ASTM D36, West Conshohocken, PA.
ASTM. (2014c). “Standard test methods for specific gravity of soil solids by water pycnometer” ASTM D854, West Conshohocken, PA.
Baghaee Moghadam, T., Soltani, M., Rehan Karim, M., and Baaj, H. (2015). “Optimization of asphalt and modifier contents for polyethylene terephthalate modified asphalt mixtures using response surface methodology.” Constr. Build. Mater., 74, 159–169.
Barik, T. K., Sahu, B., and Swain, V. (2008). “Nanosilica-from medicine to pest control Parasitol.” Parasitology Res., 103(2), 253–258.
Becker, Y., Méndez, M. P., and Rodriguez, Y. (2001). “Polymer modified asphalt.” Vision tecnologica, 9(1), 39–50.
Behbahani, H., Ziari, H., Kamboozia, N., Mansour Khaki, A. S. M., and Mirabdolazimi, S. M. (2015). “Evaluation of performance and moisture sensitivity of glasphalt mixtures modified with nanotechnology zycosoil as an anti-stripping additive.” Constr. Build. Mater., 78, 60–68.
CEN (European Committee for Standardization). (2005). “Bituminous mixtures-test methods for hot mix asphalt. Part 25: Cyclic compression test (english version).” EN 12697–25, Brussels, Belgium.
Chehovits, J., and Galehouse, L. (2010). “Energy usage and greenhouse gas emissions of pavement preservation processes for asphalt concrete pavements.” 1st Int. Conf. on Pavement Preservation, Caltrans, Sacramento, CA, 13–15.
Chrissafis, K., Paraskevopoulos, K. M., Papageorgiou, G. Z., and Bikiaris, D. N. (2008). “Thermal and dynamic mechanical behavior of bionanocomposites: Fumed silica nanoparticles dispersed in poly (vinyl pyrrolidone), chitosan, and poly (vinylalcohol).” Appl. Polym. Sci., 110(3), 1739–1749.
Fakhri, M., Vanaee, V., and Rahi, M. (2014). “Rheological evaluation of liquid nano-materials on the properties of asphalt cement.” Proc., 8th National Conf. on Civil Engineering, Univ. of Bobol, Babol, Iran, 1–8.
Ghile, D. (2005). “Effects of nanoclay modification on rheology of bitumen and on performance of asphalt mixtures.” M.Sc. thesis, Delft Univ. of Technology, Delft, Netherlands.
Grenfell, J. R. A., Taherkhani, H., Collop, A. C., Airey, G. D., and Scarpas, A. (2008). “Deformation characterisation of asphalt concrete behaviour (with discussion).” J. Assoc. Asphalt Paving Technol., 77, 479–516.
Hamedi, G. H., Moghadas Nejad, F., and Oveisi, K. (2015). “Investigating the effects of using nanomaterials on moisture damage of HMA.” Road Mater. Pavement Des., 16(3), 536–552.
Han, N. F., Zhou, D. J., and Tang, X. D. (2011). “Effect of nano calcium carbonate and montmorillonite on properties of styrene-butadiene-styrene copolymer modified asphalt.” Appl. Mech. Mater., 99, 1035–1038.
Hao, X. H., Zhang, A. Q., and Yang, W. (2012). “Study on the performance of nano calcium carbonate modified asphalt concrete AC-13.” Adv. Mater. Res., 450, 503–507.
IHAP (Iran Highway Asphalt Paving) Code. (2012). “Management and planning organization.”, Tehran, Iran.
Jahromi, S. G., and Khodaii, A. (2009). “Effects on nanoclay on rheological properties of bitumen binder.” Constr. Build. Mater., 23(8), 2894–2904.
Khattak, M. J., Khattab, A., Rizvi, H. R., and Zhang, P. (2012). “The impact of carbon nano-fiber modification on asphalt binder rheology.” Constr. Build. Mater., 30(5), 257–264.
Khodaii, A., Khalifeh, V., Dehnad, M., and Hamedi, G. (2014). “Evaluating the effect of zycosoil on moisture damage of hot-mix asphalt using the surface energy method.” J. Mater. Civ. Eng., 259–266.
Khodaii, A., and Mehrara, A. (2009). “Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test.” Constr. Build. Mater., 23(7), 2586–2592.
Lazzara, G., and Milioto, S. (2010). “Dispersions of nano-silica in biocompatible copolymers.” Polym. Degrad, Stab., 95(4), 610–617.
Liu, Y. L., Hsu, C. Y., Wei, W. L., and Jeng, R. J. (2003). “Preparation and thermal properties of epoxy-silica nanocomposites from nanoscale colloidal silica.” Polymer, 44(1), 123–136.
Polacco, G., Kriz, P., Filippi, S., Stastna, J., Biondi, D., and Zanzotto, L. (2008). “Rheological properties of asphalt/SBS/clay blends.” Eur. Polym. J., 44(11), 3512–3521.
Quercia, G., and Brouwers, H. J. H. (2010). “Application of nano-silica (nS) in concrete mixtures.” Proc., 8th Fib PhD Symp., Technical Univ. of Denmark, Lyngby, Denmark.
Santagata, E., Baglieri, O., Tsantilis, L., and Dalmazzo, D. (2012). “Rheological characterization of bituminous binders modified with carbon nanotubes.” Proc. Soc. Behav. Sci., 53, 546–555.
SCENIHR (Scientific Committee on Emerging and Newly Identified Health Risks). (2006). “Modified opinion (after public consultation) on the appropriateness of existing methodologies to assess the potential risks associated with engineered and adventitious products of nanotechnologies.” ⟨http://ec.europa.eu/health/ph_risk/committees/04_scenihr/docs/scenihr_o_003.pdf⟩ (Jan. 10, 2017).
Shafabahsh, G. H., and Jafari Ani, O. (2015). “Experimental investigation of effect of nano modified bitumen on the rutting and fatigue performance of asphalt mixtures containing steel slag aggregates.” Constr. Build. Mater., 85, 136–143.
Shafabakhsh, G. H., Mirabdolazimi, S. M., and Sadeghinejad, M. (2015). “Evaluation the effect of nano- on the rutting and fatigue behavior of asphalt mixtures.” Constr. Build. Mater., 54, 566–571.
Sureshkumar, M. S., Filippi, S., Polacco, G., Kazatchkov, I., Stastna, J., and Zanzotto, L. (2010). “Internal structure and linear viscoelastic properties of EVA/asphalt nano-composites.” Eur. Polym. J., 46(4), 621–633.
Taherkhani, H. (2016). “Investigating the properties of asphalt concrete containing glass fibers and nanoclay.” Civ. Eng. Infrastruct. J., 49(1), 45–58.
Yang, J., and Tighe, S. (2013). “A review of advances of nanotechnology in asphalt mixtures.” Procedia-Soc. Behav. Sci., 96, 1269–1276.
Yao, H., et al. (2013). “Rheological properties and chemical bonding of asphalt modified with nanosilica.” J. Mater. Civ. Eng., 1619–1630.
You, Z., et al. (2011). “Nanoclay-modified asphalt materials: Preparation and characterization.” Constr. Build. Mater., 25(2), 1072–1078.
Yusoff, N. I. M., Breem, A. A. S., Alattug, H. N. M., Hamim, A., and Ahmad, J. (2014). “The effects of moisture susceptibility and ageing conditions on nano-silica/polymer-modified asphalt mixtures.” Constr. Build. Mater., 72, 139–147.
Zhou, F., Scullion, T., and Sun, L. (2004). “Verification and modeling of three-stage permanent deformation behavior of asphalt mixes.” J. Transp. Eng., 486–494.
Ziari, H., Behbahani, H., Kamboozia, N., and Ameri, M. (2015). “New achievements on positive effects of nanotechnology zyco-soil on rutting resistance and stiffness modulus of glasphalt mix.” Constr. Build. Mater., 101, 752–760.
Zoorob, S. E., and Suparma, L. B. (2000). “Laboratory design and investigation 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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©2017 American Society of Civil Engineers.
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Received: Jul 1, 2016
Accepted: Nov 16, 2016
Published online: Mar 30, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 30, 2017
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