Moussa, G., Abdel-Raheem, A., Abdel-Wahed, T. (2020). INVESTIGATING THE MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES MODIFIED WITH HIGH-DENSITY POLYETHYLENE. JES. Journal of Engineering Sciences, 48(No 5), 765-782. doi: 10.21608/jesaun.2020.39052.1001
Ghada Moussa; Ashraf Abdel-Raheem; Talaat Abdel-Wahed. "INVESTIGATING THE MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES MODIFIED WITH HIGH-DENSITY POLYETHYLENE". JES. Journal of Engineering Sciences, 48, No 5, 2020, 765-782. doi: 10.21608/jesaun.2020.39052.1001
Moussa, G., Abdel-Raheem, A., Abdel-Wahed, T. (2020). 'INVESTIGATING THE MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES MODIFIED WITH HIGH-DENSITY POLYETHYLENE', JES. Journal of Engineering Sciences, 48(No 5), pp. 765-782. doi: 10.21608/jesaun.2020.39052.1001
Moussa, G., Abdel-Raheem, A., Abdel-Wahed, T. INVESTIGATING THE MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES MODIFIED WITH HIGH-DENSITY POLYETHYLENE. JES. Journal of Engineering Sciences, 2020; 48(No 5): 765-782. doi: 10.21608/jesaun.2020.39052.1001
INVESTIGATING THE MOISTURE SUSCEPTIBILITY OF ASPHALT MIXTURES MODIFIED WITH HIGH-DENSITY POLYETHYLENE
1Civil Engineering, Faculty of Engineering, Assuit University, Assuit, Egypt
2Civil Engineering, Faculty of Engineering, Sohag University, Sohag, Egypt
3civil department, Faculty of engineering, Sohag university, Sohag, Egypt.
Abstract
Flexible pavements are susceptible to the damaging effects of moisture, causing various kinds of problemes for asphalt such as stripping. That reduces the durability and serviceability life of pavements and consequently increases the construction and maintenance cost. The aim of this research is to study the moisture sensitivity of the hot asphalt mixture with high-density polyethylene as an asphalt binder modifier. Asphalt 60/70 was mixed with several concentrations of high-density polyethylene (HDPE) ranging from 2% to 8% by bitumen weight using a high shear mixer at a temperature of 180 0C and a speed of 4000 rpm for 60 minutes. Penetration depth, softening point, rotational viscosity (RV), and scanning electron microscopy (SEM) tests were performed on both the conventional and HDPE-modified binders. Asphalt mixtures were designed according to the Egyptian specifications using the Marshall method. Conventional and HDPE-modified asphalt mixtures' moisture susceptibilities were evaluated through indirect tensile strength (IDT) and loss of stability tests. Results of scanning electron microscopy (SEM) showed that HDPE was homogeneously dispersed through the binder with no polymer cluster formations. Testing results revealed that adding high-density polyethylene at a concentration of 4% gives superior performance in most tests. Adding HDPE significantly improved the properties of asphalt binder, increased the hardness of the asphalt mixture and reduced the effect of moisture damage.
[1] A. Azarhoosh, F. M. Nejad, and A. Khodaii, “Evaluation of the effect of nano-TiO2 on the adhesion between aggregate and asphalt binder in hot mix asphalt,” Eur. J. Environ. Civ. Eng., vol. 22, 2018, doi: 10.1080/19648189.2016.1229227.
[2] Q. Xu, H. Chen, and J. A. Prozzi, “Performance of fiber reinforced asphalt concrete under environmental temperature and water effects,” Constr. Build. Mater., vol. 24, no. 10, pp. 2003–2010, 2010, doi: 10.1016/j.conbuildmat.2010.03.012.
[3] G. Polacco, S. Berlincioni, D. Biondi, J. Stastna, and L. Zanzotto, “Asphalt modification with different polyethylene-based polymers,” Eur. Polym. J., vol. 41, no. 12, pp. 2831–2844, 2005.
[4] E. Eka Putri and O. Vasilsa, “Improve the Marshall stability of porous asphalt pavement with HDPE addition,” in MATEC Web of Conferences, 2019, vol. 276, p. 3005.
[5] S. Hinislioglu and E. Agar, “Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix,” Mater. Lett., vol. 58, no. 3–4, pp. 267–271, 2004, doi: 10.1016/S0167-577X(03)00458-0.
[6] L. A. Ahmed, “Improvement of Marshall properties of the asphalt concrete mixtures using the polyethylene as additive,” Eng. Technol. J., vol. 25, no. 3, pp. 383–394, 2007.
[7] Z. Kalantar, A. Mahrez, and M. R. Karim, “PROPERTIES OF BITUMINOUS BINDER MODIFIED WITH HIGH DENSITY Penetration Test Results,” Int. Eng. Conv., no. May, pp. 11–14, 2009.
[8] N. Z. Habib, I. Kamaruddin, M. Napiah, and M. T. Isa, “Rheological properties of polyethylene and polypropylene modified bitumen,” Int. J. Civ. Environ. Eng., vol. 3, no. 2, pp. 96–100, 2011.
[9] F. Moghadas Nejad, A. Azarhoosh, and G. H. Hamedi, “Effect of high density polyethylene on the fatigue and rutting performance of hot mix asphalt–a laboratory study,” Road Mater. Pavement Des., vol. 15, no. 3, pp. 746–756, 2014.
[10] N. Y. Ahmed and A. S. M. AL-Harbi, “Effect of Density of the Polyethylene Polymer on the Asphalt Mixtures,” J. Univ. Babylon, vol. 22, no. 4, pp. 674–683, 2014.
[11] F. M. Nejad, M. Gholami, K. Naderi, and M. Rahi, “Evaluation of rutting properties of high density polyethylene modified binders,” Mater. Struct., vol. 48, no. 10, pp. 3295–3305, 2015.
[12] H. A. A. Gibreil and C. P. Feng, “Effects of high-density polyethylene and crumb rubber powder as modifiers on properties of hot mix asphalt,” Constr. Build. Mater., vol. 142, pp. 101–108, 2017, doi: 10.1016/j.conbuildmat.2017.03.062.
[13] A. K. Sarkar, “Analysis of Effects of High-Density and Low-Density Polyethylene Wastes on Bitumen for Highway Construction,” Int. Res. J. Eng. Technol., pp. 1057–1061, 2019.
[14] L. Zhou, W. Huang, Y. Zhang, Q. Lv, C. Yan, and Y. Jiao, “Evaluation of the adhesion and healing properties of modified asphalt binders,” Constr. Build. Mater., vol. 251, p. 119026, 2020.
[15] C. ASTM, “128-15.“,” Stand. Test Method Relat. Density (Specific Gravity) Absorpt. Fine Aggregate”, ASTM Curr. Ed. Approv. Jan, vol. 1, 2015.
[16] A. International, “ASTM C128-15 Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate.” ASTM International West Conshohocken (PA), 2015.
[17] A. Standard, “D854.(2014),” Stand. test methods Specif. gravity soil solids by water Pycnom.
[18] C. ASTM, “Standard test method for soundness of aggregates by use of sodium sulfate or magnesium sulfate.” ASTM International, 2013.
[19] A. ASTM, “C131-06 Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine.” Conshohoken, PA: ASTM, 2006.
[20] C. Fang, R. Yu, Y. Li, M. Zhang, J. Hu, and M. Zhang, “Preparation and characterization of an asphalt-modifying agent with waste packaging polyethylene and organic montmorillonite,” Polym. Test., vol. 32, no. 5, pp. 953–960, 2013, doi: 10.1016/j.polymertesting.2013.04.006.
[21] M. Mubaraki, “The Effect of Modified Asphalt Binders by Fourier Transform Infrared Spectroscopy , X-Ray Diffraction , and Scanning Electron Microscopy,” vol. 6, pp. 5–14, 2019.
[22] ASTM International, “D6927-15 Standard Test Method for Marshall Stability and Flow of Asphalt Mixtures. Designation: D6927-15,” 2015. doi: 10.1520/D6927-15.2.
[23] AASHTO T283-14, “Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage,” Am. Assoc. State Highw. Transp. Off. Washington, DC, vol. 14, 2014.
[24] K. D. Stuart, “Moisture damage in asphalt mixtures-a state-of-the-art report,” FHWA-RD-90-01. FHWA, Washingt. DC, 1990.
[25] Egyptian code of practice for urban and rural roads part 4: road material and its tests. Egypt: Housing and Building National Research Center, 2008.
[26] H. A. Omar, N. I. M. Yusoff, M. Mubaraki, and H. Ceylan, “Effects of moisture damage on asphalt mixtures,” J. Traffic Transp. Eng. (English Ed., 2020.
[27] R. B. Mallik and T. El-Korchi, “Pavement Engineering: Principles and Practice-Chapter 5.” Taylor & Francis Group, Boca Raton, USA, ISBN987–1–4200–6029–4, 2009.
[29] M. Arabani, S. A. Tahami, and M. Taghipoor, “Laboratory investigation of hot mix asphalt containing waste materials,” Road Mater. Pavement Des., vol. 18, no. 3, pp. 713–729, 2017.
View on SCiNiTO
Top