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

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

Pages
9533–9559
Publication Date
2022-10-18
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)

Marshall test results showed that the use of HL additive with lower amounts in the mixtures yields better results compared to higher rates in terms of the material properties.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, Marshall design test parameters of hot mix asphalt samples with various rates of Hydrated Lime (HL) content were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN).
📊
Key Findings & Data:The effect of this material varies depending on the rate of use and the asphalt content of the mixtures.
💡
Conclusion & Impact:Marshall test results showed that the use of HL additive with lower amounts in the mixtures yields better results compared to higher rates in terms of the material properties.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

In this study, Marshall design test parameters of hot mix asphalt samples with various rates of Hydrated Lime (HL) content were modelled using Fuzzy Logic (FL) and Artificial Neural Networks (ANN). HL was used as an additive material in asphalt mixtures and it affects the properties of the mixture. The effect of this material varies depending on the rate of use and the asphalt content of the mixtures. With the Marshall Stability test, optimal Asphalt Content (AC) ratios in the mixtures were obtained. The effect of the HL additive, which was introduced precisely in the mixtures in a wide range, on the Marshall parameters and depending also on the asphalt content was investigated. For this purpose, 15 Marshall design sets were prepared by decreasing the ratio of the mineral filler in the mixture starting from 6.8% by weight, by 0.5% intervals, and replacing it with the same ratio of HL. In addition, 45 control samples were produced for soft-computation. Marshall test results showed that the use of HL additive with lower amounts in the mixtures yields better results compared to higher rates in terms of the material properties. The Marshall test results were used to develop the FL and ANN models. The models which were developed produced acceptable estimations of the mixture parameters.

🔖

Cite This Article

DÜNDAR, S., YARDIM, M. S., ŞİTİLBAY, B. D. (2022). Modeling 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/596560

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (2)

  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,
  2. Brussels, Belgium, 2010. [3] TSE, Turkish Standard 3720: Bituminous mixtures - Asphalt concrete - Mix design - Marshall method, 2010. [4] Asphalt Institute, The Asphalt Handbook (MS-4), 7th. ed., Asphalt Institute: Lexington, 2007. [5] 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. [6] 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. [7] 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. [8] Cross, S., Experimental Cold In-Place Recycling with Hydrated Lime. Transportation Research Record, 1684(1), 186–193, 1999. [9] Sebaaly, P., Hitti, E., Weitzel, D., Effectiveness of Lime in Hot-Mix Asphalt Pavements. Transportation Research Record, 1832(1), 34–41, 2003. [10] 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. [11] Niazi,Y.,Jalili,M.,EffectofPortlandcementandlimeadditivesonpropertiesofcold in-place recycled mixtures with asphalt emulsion. Construction and Building Materials, 23(3), 1338–1343, 2009. [12] Rogge, D. F., Leahy, R. B., Blair, R., Cold-In-Place (CIP) Recycling with Lime. Transportation Research Report, 95-17, 1995. [13] Al-Suhaibani,A.R.,Al-Mudaiheem,J.,Al-Fozan,F.,EffectofFillerTypeandContent on Properties of Asphalt Concrete Mixes. In Effects of Aggregates and Mineral Fillers on Asphalt Mixtures Performance, 107–130, 1992. [14] Niazi,Y.,Jalili,M.,EffectofPortlandcementandlimeadditivesonpropertiesofcold in-place recycled mixtures with asphalt emulsion. In Construction and Building Materials 23(3):1338-1343, 2009. [15] Lesueur,D.,Little,D.,HydratedLimeasanActiveFillerinBitumen.PaperPresented at the Annual Meeting of the TRB, Washingt