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Investigation of Fatigue Life by Four Point Bending Test of Recycled Asphalt Pavements

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Abstract:

The performance of added 50% reclaimed asphalt (RAP) mixtures was investigated by four-point bending fatigue tests (FPBT). Mixtures with 50% RAP were modified with SBS polymer, diatomite (D) and hydrated lime (HL). Ten specimens were produced and fatigue of specimens was evaluated with FPBT. Some samples give the fatigue breaking cycle compatible with each other. In some samples, the number of cycles is much higher than the average breaking load. Some samples may deteriorate in a short time before the end of test. Although the briquettes are mixed homogeneously for longer mixing times and produced with great care, inconsistent results can be obtained. If water damage is applied to briquettes due to the presence of HL, more compatible results can be obtained. The use of SBS-HL and rejuvenating oil at high RAP ratios will provide more compatible results. As a result of 50% stiffness reduction, the difference in the remaining stiffness values is usually 2-3 times, while there are huge differences between the cycle numbers that cause this. In terms of sustainable and long-term performance, the homogeneity of the pavement composition appears to be essential, having a much more pronounced effect than the number of loadings.

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Periodical:

Engineering Innovations (Volume 10)

Pages:

25-39

DOI:

https://doi.org/10.4028/p-DX98g3

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Online since:

April 2024

Authors:

Burak Korzay, Atakan Aksoy*, Mehmet Emre Tekin

Keywords:

Analyses of Variance, Asphalt Pavements, Diatomite, Fatigue, Four-Point Bending Test, Hydrated Lime, Rutting, SBS, Water Damage

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Creative Commons CC BY 4.0

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* - Corresponding Author

References

[1] Rondón-Quintana HA , Reyes-Lizcano FA , Zafra-Mejía CA. Fatigue in asphalt mixtures – a summary to understand the complexity of its mathematical modeling, 1st International Conference on Physical Problems of Engineering (1st ICPPE), IOP Publishing, Journal of Physics: Conference Series, 2118 (2021) 012009.

DOI: 10.1088/1742-6596/2118/1/012009

Google Scholar

[2] Ameri, M., Nowbakht, S., Molayem, M., Mirabimoghaddam, M.H., 2016. A study on fatigue modeling of hot mix asphalt mixtures based on the viscoelastic continuum damage properties of asphalt binder. Construct. Build. Mater. 106, 243–252.

DOI: 10.1016/j.conbuildmat.2015.12.066

Google Scholar

[3] Wang, C., Zhang, H., Castorena, C., Zhang, J., Kim, Y.R., 2016. Identifying fatigue failure in asphalt binder time sweep tests. Construct. Build. Mater. 121, 535–546.

DOI: 10.1016/j.conbuildmat.2016.06.020

Google Scholar

[4] Rathore M, Zaumanis M, Haritonovs V. Asphalt Recycling Technologies: A Review on Limitations and Benefits, IMST 2019 IOP Conf. Series: Materials Science and Engineering 660 (2019) 012046 IOP Publishing.

DOI: 10.1088/1757-899X/660/1/012046

Google Scholar

[5] https://www.asphaltpavement.org/uploads/documents/Sustainability/NAPA_RAP_Benefits_for_Pavement_Owners_1121.pdf

Google Scholar

[6] Zhang J, Sesay T, You Q, Jing H. Maximizing the Application of RAP in Asphalt Concrete Pavements and Its Long-Term Performance: A Review, Polymers 2022, 14, 4736.

DOI: 10.3390/polym14214736

Google Scholar

[7] Porot, L., Broere, D., Wistuba, M., Gr¨onniger, J., 2017. Asphalt and binder evaluation of asphalt mix with 70% reclaimed asphalt. Road Mater. Pavement Des. 18 (Suppl. 2), 66–75.

DOI: 10.1080/14680629.2017.1304259

Google Scholar

[8] Zhu, H., Xu, G., Gong, M., Yang, J., 2017. Recycling long-term-aged asphalts using bio-binder/plasticizer-based rejuvenator. Construct. Build. Mater. 147, 117–129.

DOI: 10.1016/j.conbuildmat.2017.04.066

Google Scholar

[9] Fini EH, Hosseinnezhad S, Oldham D J, Chailleux E and Gaudefroy V. Source dependency of rheological and surface characteristics of bio-modified asphalts, Road Materials and Pavement Design, Vol. 18, No. 2, 408–424, 2017.

DOI: 10.1080/14680629.2016.1163281

Google Scholar

[10] Fini EH, Al-Qadi IL, You Z, Zada B and Mills-Beale J. Partial replacement of asphalt binder with bio-binder: Characterisation and modification, International Journal of Pavement Engineering Vol. 13, No. 6, December 2012, 515–522.

DOI: 10.1080/10298436.2011.596937

Google Scholar

[11] Cavalli MC, Zaumanis M, Mazza E, Partl MN and Poulikakos LD. Aging effect on rheology and cracking behaviour of reclaimed binder with bio-based rejuvenators, Journal of Cleaner Production 189 (2018) 88-97.

DOI: 10.1016/j.jclepro.2018.03.305

Google Scholar

[12] Mogawer WS, Alexander A, Roque R, Underwood S, Mohammad L and Zou J. Aging and rejuvenators: Evaluating their impact on high RAP mixtures fatigue cracking characteristics using advanced mechanistic models and testing methods, Road Materials and Pavement Design, 2015 Vol. 16, No. S2, 1–28.

DOI: 10.1080/14680629.2015.1076996

Google Scholar

[13] Moghaddam, T.B.; Baaj, H. The use of rejuvenating agents in production of recycled hot mix asphalt: A systematic review. Constr. Build. Mater. 2016, 114, 805–816.

DOI: 10.1016/j.conbuildmat.2016.04.015

Google Scholar

[14] Alae M et al. Fatigue analysis of hot recycled asphalt mixtures with RAP incorporation, Case Studies in Construction Materials 16 (2022) e01132.

DOI: 10.1016/j.cscm.2022.e01132

Google Scholar

[15] Poot M et al. Asphalt Testing in Practical manual CT 4830: TU Delft, 2008.

Google Scholar

[16] Pramestia FP , Molenaara AAA , Van de Ven MFC. The Prediction of Fatigue Life Based on Four Point Bending Test, The 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering, Procedia Engineering 54 (2013) 851 – 862.

DOI: 10.1016/j.proeng.2013.03.078

Google Scholar

[17] X Qiu et al 2019 IOP Conf. Ser.: Mater. Sci. Eng. 542 012051

Google Scholar

[18] Groenendijk J. Accelerated Testing and surface cracking of asphaltic concrete pavements. vol. PhD Delft the Netherlands: Delft University of Technology 1998.

Google Scholar

[19] Erkens SMJG. Asphalt Concrete Response - Determination, Modeling and Prediction. vol. PhD Delft the Netherlands: Delft University of Technology 2002.

Google Scholar

[20] Al-Khateeb, G. & Shenoy, A. 2004. A distinctive fatigue failure criterion. Journal of the Association of Asphalt Paving Technologists 73: 585-622.

Google Scholar

[21] Strategic Highway Research Program. SHRP 1992. Fatigue response of asphalt-aggregate mixes, Executive summary, National Research Council, Washington, D.C.

Google Scholar

[22] Pasetto M, Baldo N. Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study, Advances in Materials Science and Engineering, vol. 2017.

DOI: 10.1155/2017/4397957

Google Scholar

[23] Sarsam SI. Variation in asphalt concrete properties with testing mode. Discovery 2023; 59: e7d1010

Google Scholar

[24] Yuan J, et al. Investigation of Strength and Fatigue Life of Rubber Asphalt Mixture, Materials 2020, 13, 3325;.

DOI: 10.3390/ma13153325

Google Scholar

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