SavedAdd your journal

Journals / Teknik Dergi / 2019 / Cilt: 30 - Sayı: 6

Modelling the Effects of Hydrated Lime Additives on Asphalt Mixtures by Fuzzy Logic and ANN

Mustafa Sinan YARDIM
Betül DEĞER ŞİTİLBAY
Selim DÜNDAR
Pages
9533–9559
Publication Date
2019-11-01
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The models developed produced acceptable estimations of the mixture parameters.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, Marshall test results of hot mix asphalt samples having various Hydrated Lime (HL) content rates were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN).
📊
Key Findings & Data:Test sets having various HL content were prepared in order to investigate the effect of HL.
💡
Conclusion & Impact:The models developed produced acceptable estimations of the mixture parameters.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Hot mix asphalt · hydrated lime · marshall mix design

Abstract

In this study, Marshall test results of hot mix asphalt samples having various Hydrated Lime (HL) content rates were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). Test sets having various HL content were prepared in order to investigate the effect of HL. Marshall Stability test was performed on the samples to obtain the optimal Asphalt Content (AC) ratio. The results were evaluated in order to determine HL additives’ sensitivity on the mixture parameters. The Marshall Test results were used to develop the FL and ANN models. The models developed produced acceptable estimations of the mixture parameters.

Özet

In this study, Marshall test results of hot mix asphalt samples having various Hydrated Lime (HL) content rates were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). Test sets having various HL content were prepared in order to investigate the effect of HL. Marshall Stability test was performed on the samples to obtain the optimal Asphalt Content (AC) ratio. The results were evaluated in order to determine HL additives’ sensitivity on the mixture parameters. The Marshall Test results were used to develop the FL and ANN models. The models developed produced acceptable estimations of the mixture parameters.

🔖

Cite This Article

YARDIM, M. S., ŞİTİLBAY, B. D., DÜNDAR, S. (2019). Modelling the Effects of Hydrated Lime Additives on Asphalt Mixtures by Fuzzy Logic and ANN. Teknik Dergi, Cilt: 30 - Sayı: 6, 9533–9559. https://ajindex.com/articles/51222

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (16)

  1. NLA, Hydrated Lime – A Solution for High Performance Hot Mix Asphalt. Retrieved January 8, 2016, from http://www.lime.org/documents/publications/free_downloads/fact-asphalt.pdf
  2. Lesueur, D., Hydrated Lime: a Proven Additive for Durable Asphalt Pavements – Critical Literature Review, European Lime Association (EuLA) Ed., 2010,
  3. Brussels, Belgium, 2010.
  4. TSE, Turkish Standard 3720: Bituminous mixtures - Asphalt concrete - Mix design - Marshall method, 2010.
  5. Asphalt Institute, The Asphalt Handbook (MS-4), 7th. ed., Asphalt Institute: Lexington, 2007.
  6. Witczak, M., Bari, J., Development of a master curve (E*) database for lime modified asphaltic mixtures. Arizona State University Research Report, Tempe (Arizona, USA): Arizona State University, (July) 2004.
  7. Lesueur, D., Little, D., Effect of Hydrated Lime on Rheology, Fracture, and Aging of Bitumen. Transportation Research Record: Journal of the Transportation Research Board, 1661(-1), 93–105, 1999.
  8. Petersen, J. C., Plancher, H., Harnsberger, P. M., Lime Treatment of Asphalt to Reduce Age Hardening and Improve Flow Properties. Association of Asphalt Paving Technologists, 56-87, 632–653, 1987.
  9. Cross, S., Experimental Cold In-Place Recycling with Hydrated Lime. Transportation Research Record, 1684(1), 186–193, 1999.
  10. Sebaaly, P., Hitti, E., Weitzel, D., Effectiveness of Lime in Hot-Mix Asphalt Pavements. Transportation Research Record, 1832(1), 34–41, 2003.
  11. Lee, S., Seo, Y., Kim, Y. R., Effect of hydrated lime on dynamic modulus of asphalt-aggregate mixtures in the state of North Carolina. KSCE Journal of Civil Engineering, 14(6), 829–837, 2010.
  12. Niazi, Y., Jalili, M., Effect of Portland cement and lime additives on properties of cold in-place recycled mixtures with asphalt emulsion. Construction and Building Materials, 23(3), 1338–1343, 2009.
  13. Rogge, D. F., Leahy, R. B., Blair, R., Cold-In-Place (CIP) Recycling with Lime. Transportation Research Report, 95-17, 1995.
  14. Al-Suhaibani, A. R., Al-Mudaiheem, J., Al-Fozan, F., Effect of Filler Type and Content on Properties of Asphalt Concrete Mixes. In Effects of Aggregates and Mineral Fillers on Asphalt Mixtures Performance, 107–130, 1992.
  15. Niazi, Y., Jalili, M., Effect of Portland cement and lime additives on properties of cold in-place recycled mixtures with asphalt emulsion. In Construction and Building Materials 23(3):1338-1343, 2009.
  16. Lesueur, D., Little, D., Hydrated Lime as an Active Filler in Bitumen. Paper Presented at the Annual Meeting of the TRB, Washington, D.C., J