Utilizing Waste Engine Oil and Soft Binder as Additives to Mitigate the Moisture Damage of Asphalt Mixtures
Received: 10 April 2024 | Revised: 24 April 2024 and 5 May 2024 | Accepted: 17 May 2024 | Online: 2 December 2024
Corresponding author: Zahraa Ali Sahib
Abstract
The deterioration of asphalt pavements caused by moisture is a significant concern for asphalt pavement construction companies. To improve this characteristic, this research aims to determine how rejuvenators and flexible compounds, affect the resistance of asphalt concrete to moisture. This study investigates the effects of incorporating Waste Engine Oil (WEO), an easily obtainable and economical substance, into a maturing mixture. The action of this substance resulted in strengthening the physical and chemical characteristics of the bitumen, as well as mitigating the adverse effects caused by moisture. The various degrees of bitumen penetration ranged from 40-50 to 80-1. Extremely small limestone dust particles measuring 19.0 mm, were utilized as mineral infill in the aggregate grade. To enhance the Marshall characteristics, treatments containing 0%, 2%, 4%, and 6% WEO by weight of binder were implemented after filtration. The most advanced Marshall had a WEO content of 6% and an asphalt grade ranging from 85-100, while stability and resistance to moisture degradation were observed. Compared to combinations lacking WEO, the compressive strength and the indirect tensile strength value, were determined to find the Index of Retained Strength (IRS) and Tensile Strength Ratio (TSR). This reduced moisture susceptibility as TSR% and IRS% values increased by approximately 1.22% and 0.9%, respectively.
Keywords:
Rejuvenator (WEO), Unaged mixture, Soft binder, Indirect tensile strength, Moisture damageDownloads
References
H. Q. Mawat and M. Q. Ismael, "Assessment of Moisture Susceptibility for Asphalt Mixtures Modified by Carbon Fibers," Civil Engineering Journal, vol. 6, no. 2, pp. 304–317, Feb. 2020.
A. A. Al-Saadi and M. Q. Ismael, "Improvement of Moisture Susceptibility for Asphalt Mixture with Ceramic Fiber," Journal of Engineering, vol. 29, no. 04, pp. 78–91, Apr. 2023
N. M. Wasiuddin, "Effect of additives on surface free energy characteristics of aggregates and binders in hot mix asphalt.," M.S. Thesis, University of Oklahoma, 2007.
M. S. Sondag, B. A. Chadbourn, and A. Drescher, "Investigation of Recycled Asphalt Pavement (RAP) Mixtures," Feb. 2002, [Online]. Available: https://hdl.handle.net/11299/758.
Z. K. Taher and M. Q. Ismael, "Moisture Susceptibility of Hot Mix Asphalt Mixtures Modified by Nano Silica and Subjected to Aging Process," Journal of Engineering, vol. 29, no. 04, pp. 128–143, Apr. 2023.
H. Q. Abbas and A. H. Al‐Zuhairi, "Flexural Strengthening of Prestressed Girders with Partially Damaged Strands Using Enhancement of Carbon Fiber Laminates by End Sheet Anchorages," Engineering, Technology & Applied Science Research, vol. 12, no. 4, pp. 8884–8890, Aug. 2022.
B. Singh and P. Kumar, "Effect of polymer modification on the ageing properties of asphalt binders: Chemical and morphological investigation," Construction and Building Materials, vol. 205, pp. 633–641, Apr. 2019.
R. Miró, A. H. Martínez, F. Moreno-Navarro, and M. del Carmen Rubio-Gámez, "Effect of ageing and temperature on the fatigue behaviour of bitumens," Materials & Design, vol. 86, pp. 129–137, Dec. 2015.
A. Grilli, M. I. Gnisci, and M. Bocci, "Effect of ageing process on bitumen and rejuvenated bitumen," Construction and Building Materials, vol. 136, pp. 474–481, Apr. 2017.
L. Cheng, J. Yu, Q. Zhao, J. Wu, and L. Zhang, "Chemical, rheological and aging characteristic properties of Xinjiang rock asphalt-modified bitumen," Construction and Building Materials, vol. 240, Apr. 2020, Art. no. 117908.
J. C. Petersen and P. M. Harnsberger, "Asphalt Aging: Dual Oxidation Mechanism and Its Interrelationships with Asphalt Composition and Oxidative Age Hardening," Transportation Research Record, vol. 1638, no. 1, pp. 47–55, Jan. 1998.
H. Asli, E. Ahmadinia, M. Zargar, and M. R. Karim, "Investigation on physical properties of waste cooking oil – Rejuvenated bitumen binder," Construction and Building Materials, vol. 37, pp. 398–405, Dec. 2012.
A. Diab, D. Singh, and J. Pais, "Moisture Susceptibility of Asphalt Mixes: A Literature Review," Dec. 2017.
saad I. Sarsam and I. L. AL-Zubaidi, "Resistance to Moisture Damage of Recycled Asphalt Concrete Pavement," Journal of Engineering, vol. 21, no. 05, pp. 45–54, May 2015.
B. A. Ahmed and A. H. Rasheed, "Experimental Analysis of the Dynamic Response of Saturated Clayey Soil Under Impact Loading," Engineering, Technology & Applied Science Research, vol. 12, no. 6, pp. 9787–9794, Dec. 2022.
R. L. Terrel and S. AI-Swailmi, Water Sensitivity of Asphalt-Aggregate Mixes: Test Selection. Washington, DC, USA: National Academy of Sciences, 1994.
M. Q. Ismael and T. T. Khaled, "Effect of Rejuvenating Agent on the Mixtures Containing High Percent of Reclaimed Asphalt Pavement," IOP Conference Series: Materials Science and Engineering, vol. 454, no. 1, Sep. 2018, Art. no. 012054.
H. Ziari, A. Moniri, P. Bahri, and Y. Saghafi, "The effect of rejuvenators on the aging resistance of recycled asphalt mixtures," Construction and Building Materials, vol. 224, pp. 89–98, Nov. 2019.
M. Zaumanis and R. B. Mallick, "Review of very high-content reclaimed asphalt use in plant-produced pavements: state of the art," International Journal of Pavement Engineering, vol. 16, no. 1, pp. 39–55, Jan. 2015.
X. Jia, B. Huang, B. F. Bowers, and S. Zhao, "Infrared spectra and rheological properties of asphalt cement containing waste engine oil residues," Construction and Building Materials, vol. 50, pp. 683–691, Jan. 2014.
S. Liu, Y. Ma, L. Chang, G. Li, J. Wang, and Q. Wang, "Effect of doping SiO2 and applying high magnetic field during the film growth on structure and magnetic properties of evaporated Fe films," Thin Solid Films, vol. 651, pp. 1–6, Apr. 2018.
B. Kuczenski, R. Geyer, T. Zink, and A. Henderson, "Material flow analysis of lubricating oil use in California," Resources, Conservation and Recycling, vol. 93, pp. 59–66, Dec. 2014.
J. Zhang, A. N. M. Faruk, P. Karki, I. Holleran, X. Hu, and L. F. Walubita, "Relating asphalt binder elastic recovery properties to HMA cracking and fracture properties," Construction and Building Materials, vol. 121, pp. 236–245, Sep. 2016.
J. Lamontagne, P. Dumas, V. Mouillet, and J. Kister, "Comparison by Fourier transform infrared (FTIR) spectroscopy of different ageing techniques: application to road bitumens," Fuel, vol. 80, no. 4, pp. 483–488, Mar. 2001.
B. F. Abdulkareem, A. F. Izzet, and N. Oukaili, "Post-Fire Behavior of Non-Prismatic Beams with Multiple Rectangular Openings Monotonically Loaded,” Engineering, Technology & Applied Science Research, vol. 11, no. 6, pp. 7763–7769, Dec. 2021.
C. Ouyang, S. Wang, Y. Zhang, and Y. Zhang, "Improving the aging resistance of styrene–butadiene–styrene tri-block copolymer modified asphalt by addition of antioxidants," Polymer Degradation and Stability, vol. 91, no. 4, pp. 795–804, Apr. 2006.
Road and Paving Materials; Vehicle-Pavement Systems, vol. 04.03. ASTM International, 2018.
K.-A. N. Johnson and S. A. M. Hesp, "Effect of Waste Engine Oil Residue on Quality and Durability of SHRP Materials Reference Library Binders," Transportation Research Record, vol. 2444, no. 1, pp. 102–109, Jan. 2014.
General Specification for Roads and Bridges, Section R/9, Hot-Mix Asphalt Concrete Pavement, Revised Edition. Republic of Iraq: Ministry of Housing and Construction, 2003.
S. I. Sarsam and S. M. Adbulmajeed, "Influence of Aging Time on Asphalt Pavement Performance," Journal of Engineering, vol. 20, no. 12, pp. 1–12, Dec. 2014.
A. K. Arshad, Z. A. Karim, E. Shaffie, W. Hashim, and Z. A. Rahman, "Marshall properties and rutting resistance of hot mix asphalt with variable reclaimed asphalt pavement (RAP) content," IOP Conference Series: Materials Science and Engineering, vol. 271, no. 1, Aug. 2017, Art. no. 012078.
Z. Zhang, R. Roque, and B. Birgisson, "Evaluation of Laboratory-Measured Crack Growth Rate for Asphalt Mixtures," Transportation Research Record, vol. 1767, no. 1, pp. 67–75, Jan. 2001.
K. Ahmed, M. Irfan, S. Ahmed, A. Ahmed, and A. Khattak, "Experimental Investigation of Strength and Stiffness Characteristics of Hot Mix Asphalt (HMA)," Procedia Engineering, vol. 77, pp. 155–160, Jan. 2014.
S. Caro, E. Masad, A. Bhasin, and D. N. Little, "Moisture susceptibility of asphalt mixtures, Part 2: characterisation and modelling" International Journal of Pavement Engineering, vol. 9, no. 2, pp. 99–114, Apr. 2008, https://doi.org/10.1080/10298430701792144.
A. H. Rasheed and B. A. Ahmed, "Dynamic monitoring of saturated stiff clay soil foundation structure by falling weight deflectometer system under impact loads sensors effect," Measurement: Sensors, vol. 25, Feb. 2023, Art. no. 100673, https://doi.org/10.1016/j.measen.2023.100673.
J.-L. Lambert, A. Shalaby, and M. Enieb, "Effect of Moisture Conditioning on Creep Compliance and Resilient Modulus of Asphalt Concrete," Dec. 2012.
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