ASPHALT BINDERS EMPLOY VARIOUS ORGANIC ADDITIVES: PHYSICAL AND RHEOLOGICAL QUALITIE

physical and rheological qualities

Authors

  • Omar Adel Ismael Highway and Transportation Engineering Department, College of Engineering, Mustansiriyah University, Baghdad, Iraq Author https://orcid.org/0009-0008-8318-6205
  • Siham Idan Salih Highway and Transportation Engineering Department, College of Engineering, Mustansiriyah University, Baghdad, Iraq. Author https://orcid.org/0000-0002-1901-1530

DOI:

https://doi.org/10.31272/jeasd.28.1.7

Keywords:

Organic additives, Warm mix asphalt, Asphaltan A, Asphaltan B, Asphaltan C, T-grade temperature

Abstract

Several studies aim to reduce surface temperatures and improve the performance of hot mix asphalt. These studies have occurred to reduce the global warming phenomena and economic concerns. We're researching how organic materials affect the viscosity of modified asphalt. Asphaltan A, Asphaltan B, Asphaltan C, and T-grade are organic additives.  temperatures with the asphalt binder were employed in the current study.  These organic additives were used to improve the characteristics of hot-mix asphalt. In addition, it increases the durability, and lifespan of pavement and reduces mixing and compaction temperatures. A penetration grade bitumen of 40/50 was used in this study. Then, pure bitumen was added to the organic additives to modify binders containing varying concentrations of each additive. Physical properties were performance at different levels of additives. In the research, conventional bitumen/asphalt should be adjusted due to climate conditions, strong traffic loads, and growing axial loads. As a result, asphalt mixtures comprehending bitumen with a high penetration index are less prone to low-temperature cracking and irreversible deformation. Traditional asphalt studies found that bitumen samples with the softening point of warm mix asphalt additives were greater rate, and were less susceptible to temperature changes. The introduction of organic compounds increased the penetration and softening point of the asphalt substantially. This indicated that the stiffness and thermal expansion of the binder had gotten better.

References

John D’Angelo, Eric H., John B., Gaylon B., Matthew C., Jack C., Thomas H., Mostafa J., Wayne J., Dave N., Brian P., Ron S., and Bruce Y. 2008. Warm-mix asphalt: European practice. , United States. Federal Highway Administration. Office of International Programs.

Carnesale, A. and W. Chameides, 2011, America’s climate choices. NRC/NAS USA Committee on America’s Climate Choices https://www.pnas.org/doi/10.1073/pna s.1519212112

Alkaiss, Z.A., and S.E.S. Al-Maliky,2009 Combined effect of wheel and thermal load conditions on stress distribution in flexible pavement. Engineering and Technology Journal, University of Technology, Vol. 27, Issue 12: p. 2257-2267. https://doi.org/10.30684/etj.27.12.2

Gao, J., Yan, K., He, W., Yang, S., & You, ,2018. High temperature performance of asphalt modified with Sasobit and Deurex. Construction and Building Materials, Vol.164: p. 783-791.

https://doi.org/10.1016/j.conbuildmat.2017.12.164

Hurley, G.C. and B.D. Prowell, 2005, Evaluation of Sasobit for use in warm mix asphalt. NCAT report. Vol.5, Issue 6: p. 1-27.

[PDF] Evaluation of Sasobit® for Use in Warm Mix Asphalt | Semantic Scholar

Croteau, J.-M. and B. Tessier. 2008, Warm Mix Asphalt Paving Technologies: a Road Builder's Perspective. in Annual Conference of the Transportation Association of Canada, Toronto. DOI:10.1088/1757.

Yao, H., Liu, J., Xu, M., Bick, A., Xu, Q., & Zhang, J., 2021 Generation and properties of the new asphalt binder model using molecular dynamics (MD). Scientific Reports,. Vol.11, Issue 1. p. 1-15.

https://doi.org/10.1038/s41598-021-89339-5

Almeida-Costa, A. and A. Benta, 2016, Economic and environmental impact study of warm mix asphalt compared to hot mix asphalt. Journal of Cleaner Production, Vol.112: p. 2308-2317.

https://doi.org/10.1016/j.jclepro.2015.10.077

Pereira, R., Almeida-Costa, A., Duarte, C., & Benta, A. ., 2018. Warm mix asphalt: Chemical additives’ effects on bitumen properties and limestone aggregates mixture compactibility. International Journal of Pavement Research and Technology. Vol.11, Issue 3: p. 285-299.

https://doi.org/10.1016/j.ijprt.2017.10.005

Button,J.W.,C.K.Estakhri, and A.J.2007, Wimsatt, A synthesis of warm-mix asphalt..

https://doi.org/10.1007/s10640-013-9664-9

Rogelj, J., Den Elzen, M., Höhne, N., Fransen, T., Fekete, H., Winkler, H., ... & Meinshausen, M, 2016, Paris Agreement climate proposals need a boost to keep warming well below 2 C. Nature, Vol. 534, Issue 7609: p. 631-639.

https://doi.org/10.1038/nature18307

Rashwan, M.H., 2012, Characterization of Warm Mix Asphalt (WMA) performance in different asphalt applications., Iowa State University.

https://doi.org/10.31274/ETD-180810-1335

Rubio, M. C., Martínez, G., Baena, L., & Moreno, F.,2012, Warm mix asphalt: an overview. Journal of Cleaner Production, Vol.24: p. 76-84.

https://doi.org/10.1016/j.jclepro.2011.11.053,

Abdulrahman, S., Hainin, M. R., Satar, M. K. I. M., Hassan, N. A., & Usman, A, 2019 Rutting and moisture damage evaluation of warm mix asphalt incorporating POFA modified bitumen. Int. J. Eng. Adv. Technol, Vol.9, Issue 1.

https://doi.org/10.35940/ijeat.A1052.109119

O’sullivan, K. and P. Wall, 2009, The effects of warm mix asphalt additives on recycled asphalt pavement. Worcester Polytechnic Institute.

https://doi.org/10.3311/PPci.8498

Zettler, R., 2006, Warm mix stands up to its trials. Better roads, Vol.76, Issue 2.

https://api.semanticscholar.org/CorpusID:107244262

Bennett, T., et al., 2010), Assessment of workability and compatibility of warm-mix asphalt. Transportation research record, Vol.2180, Issue 1: p. 36-47.

https://journals.sagepub.com/doi/10.3141/2180-05

Standards test for,A.S.T.M. and D.o.B. Materials1 2007, Dec. 1, ( United States).

ASTM D113-171: Standard Test Method or Ductility of Asphalt Materials (ihs.com)

Standards, A.B.o.A., 1993, Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus. D 36 – 86. Vol 04.02.

ASTM D36/86: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus. (ihs.com)

Tester, C.O.C., ASTM D-92 2012. Standard Test Method for Flash and Fire Points. ASTM D-92 (2012).

ASTM D92 : Standard Test Method for Flash and Fire Points for Bitumen materiales (ihs.com)

Cong, P., Wang, J., Li, K., & Chen, S..,2012. Physical and rheological properties of asphalt binders containing various antiaging agents. Fuel, Vol.97: p. 678-684.

https://doi.org/10.1016/j.fuel.2012.02.028

ASTM, D., 2013, Standard test method for penetration of bituminous materials. USA, ASTM International,.

ASTM D5/D5M: Standard Test Method for Penetration of Bituminous Materials (ihs.com)

Pfeiffer, J.P. and P. Van Doormaal, 1936 The rheological properties of asphaltic bitumens. Journal of the Institute of Petroleum Technologists, Vol. 22: p. 414-440.

https://doi.org/10.1007/978-3-642-49337-9_105

Salih, S.I., A. Garcia, and J.N. Contreras, 2023, Micro-Capsules And Induction Heating: Two Methods For Closing Cracks In Asphalt Porous Pavements. Journal of Engineering and Sustainable Development, Vol. 27, Issue 4: p. 448-459.

https://doi.org/10.31272/jeasd.27.4.3

Heuckelom, W. 1973..An improved method of characterizing asphaltic bitumens with the air of their mechanical properties. in Association of Asphalt Paving Technologists Proc.

https://trid.trb.org/view/35221

Bitumen, S.,( 1990), The Shell bitumen handbook.: Shell Bitumen UK.

https://www.icevirtuallibrary.com/doi/book/10.1680/tsbh.58378

Ohinola, O.A., O.A. Felode, and G. Jonathan, (2012), Softening point and Penetration Index of bitumen from parts of Southwestern Nigeria. Nafta. Vol.63, (9-10): p. 324-327.

https://iopscience.iop.org/article/10.1088/1742- 6596/1973/1/012233

Sengoz, B. and G. Isikyakar, Short-term and long-term ageing behaviour of rubber modified asphalt paving mixture. Journal of Hazardous Materials, 2008. Vol.150, Issue 2: p. 424-432.

https://doi.org/10.3141/1530-02

Liang, R.Y. and S. Lee, Short-term and long-term ageing behaviour of rubber modified asphalt paving mixture. Transportation research record, 1996, Vol.1530, Issue 1: p. 11-17. https://doi.org/10.1177/0361198196153000102

Downloads

Key Dates

Published

2024-01-01

How to Cite

ASPHALT BINDERS EMPLOY VARIOUS ORGANIC ADDITIVES: PHYSICAL AND RHEOLOGICAL QUALITIE: physical and rheological qualities. (2024). Journal of Engineering and Sustainable Development, 28(1), 96-108. https://doi.org/10.31272/jeasd.28.1.7

Similar Articles

11-20 of 343

You may also start an advanced similarity search for this article.