Application of dynamic complex stiffness modulus master curves of HMA with recycled materials in the mechanistic-empirical design of road pavement structures

Aleksander Zborowski; Kamil Otkałło

doi:10.7409/RABDIM.023.041

Published: 2023-12-30

Vol. 22 No. 4 (2023)

Application of dynamic complex stiffness modulus master curves of HMA with recycled materials in the mechanistic-empirical design of road pavement structures

Aleksander Zborowski

, Kamil Otkałło

Section: Articles

https://doi.org/10.7409/RABDIM.023.041

Abstract

The main objective of the paper is to present the possibilities and advantages of advanced methods for determining the viscoelastic properties of asphalt mixtures produced using recycled materials in individual mechanistic-empirical pavement design. The use of various types of materials in asphalt mixture production can significantly alter their functional parameters, such as the dynamic stiffness modulus. In addition, this parameter changes with the change in the temperature of the road pavement and the speed of vehicles. In order to determine the durability of the pavement structure in an informed manner and minimize the risk of error, it is necessary to investigate and describe as precisely as possible this variability in the behavior of asphalt layers as a result of changes in the properties of input materials, e.g. by the addition of recycled materials and under the influence of changes in temperature and load velocity of the pavement. The most effective approach involves the application of master curves of the dynamic complex stiffness modulus of asphalt mixture, constructed based on research results conducted at different temperatures and loading frequencies. This allows for the determination of stress and deformation states of the pavement construction under various climatic conditions, utilizing seasonal or average monthly temperatures and considering the specific characteristics of pavement operation, such as different vehicle speeds for main routes, connectors, or street intersections. The paper compares the changes in dynamic modulus master curves for different types of asphalt mixtures with and without the addition of waste or recycled materials such as reclaimed asphalt pavement (RAP), rubber from used tires, or synthetic fibres and changes impact on the estimated durability of the pavement structure due to different approaches to determining climatic conditions and movement speed.

Keywords:

dynamic complex stiffness modulus of HMA, master curves, recycling, mechanistic-empirical design of pavement structures, pavement durability

Similar Articles

Marian Głażewski, Investigation of water erosion of slopes of soil structures , Roads and Bridges - Drogi i Mosty: Vol. 4 No. 2 (2005)
Ryszard Chmielewski, Andrzej Wolniewicz, Classification of the modernized DMS-65 folded bridge structure according to STANAG 2021 requirements , Roads and Bridges - Drogi i Mosty: Vol. 16 No. 2 (2017)
Karol J. Kowalski, Comparison between various accelerated pavement testing facilities , Roads and Bridges - Drogi i Mosty: Vol. 6 No. 2 (2007)
Mariusz Rychlicki, Tomasz Kwiatkowski, The possibilities of assessing the efficacy and comparison of the license plate recognition systems , Roads and Bridges - Drogi i Mosty: Vol. 13 No. 4 (2014)
Daria Jóźwiak-Niedźwiedzka, Aneta Antolik, Kinga Dziedzic, Paweł Lisowski, Potential alkaline reactivity of sands from domestic deposits , Roads and Bridges - Drogi i Mosty: Vol. 21 No. 3 (2022)
Mateusz Rajchel, Tomasz Siwowski, Live load transverse distribution in a road slab-girder bridge made of FRP composite girders , Roads and Bridges - Drogi i Mosty: Vol. 16 No. 2 (2017)
Czesław Machelski, Grzegorz Głuch, Michał Pigoń, Parametric analysis of three-girder concrete spans , Roads and Bridges - Drogi i Mosty: Vol. 5 No. 4 (2006)
Krzysztof Gradkowski, Flexibility of layers of model subbase of pavement and strengthening effect with geotexstile , Roads and Bridges - Drogi i Mosty: Vol. 6 No. 2 (2007)
Czesław Machelski, Bernard Michalski, Deformations of soil-steel bridges , Roads and Bridges - Drogi i Mosty: Vol. 4 No. 2 (2005)
Dmitry Yuryevich Nebratenko, Marianna Yuryevna Boksha, Alexander Mikhailovich Isakov, Influence of SBS polymers of various structure on the properties of semi-blown bitumen binders , Roads and Bridges - Drogi i Mosty: Vol. 21 No. 1 (2022)

<< < 17 18 19 20 21 22 23 24 25 26 > >>

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

Download files

PDF

Citation rules

Zborowski, A., & Otkałło, K. (2023). Application of dynamic complex stiffness modulus master curves of HMA with recycled materials in the mechanistic-empirical design of road pavement structures. Roads and Bridges - Drogi I Mosty, 22(4), 613–624. https://doi.org/10.7409/RABDIM.023.041

Cited by / Share

Licence

This work is licensed under a Creative Commons Attribution 4.0 International License.

References

Jaczewski M., Pszczoła M., Alenowicz J., Ryś D., Dołżycki B., Jaskuła P.: Evaluation of thermal cracking probability for asphalt concretes with high percentage of RAP. Construction and Building Materials, 400, 132726, 2023, DOI: 10.1016/j.conbuildmat.2023.132726 DOI: https://doi.org/10.1016/j.conbuildmat.2023.132726
Google Scholar

Dołżycki B., Jaczewski M., Szydłowski C., Bańkowski W., Gajewski M.D.: Analysis of selected mechanical properties of mineral-cement-emulsion mixtures (MCE). Roads and Bridges – Drogi i Mosty, 22, 1, 2023, 41–61, DOI: 10.7409/rabdim.023.003
Google Scholar

Judycki J.: Analysis and design of flexible and semi-rigid pavement structures. WKŁ, Warszawa, 2014
Google Scholar

WinJULEA Windows Layered Elastic Analysis. GSL – Airfields & Pavements Branch. US Army Corps of Engineers. Engineering Research & Development Center, Vicksburg, Mississippi
Google Scholar

Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. July 2008, Interim Edition. AASHTO, 2008
Google Scholar

Catalogue of Typical Flexible and Semi-Rigid Pavement Structures. Attachment to Ordinance No. 31 of 16.06.2014. General Director for National Roads and Motorways, Warsaw, 2014
Google Scholar

Asphalt surfaces on national roads. WT-2 2014 – part I: Mineral and asphalt mixtures. Technical requirements. Appendix to the Ordinance No. 54 of the General Director for National Roads and Motorways of 18 November 2014 amending the ordinance on the application of technical requirements on national roads regarding mineral and asphalt mixtures. General Director for National Roads and Motorways, Warsaw, 2014
Google Scholar

Witczak M.W.: Simple Performance Test for Superpave Mix Design. NCHRP Report 465. Transportation Research Board, Washington, DC United States, 2002
Google Scholar

Monismith C.L., Alexander R.L., Secor K.E.: Rheologic Behavior of Asphalt Concrete. Journal of the Association of Asphalt Paving Technologists, 35, 1966, 400–450
Google Scholar

AASHTO R 62–13 (2017): Standard Practice for Developing Dynamic Modulus Master Curves for Asphalt Mixtures. American Association of State and Highway Transportation Officials, 2017
Google Scholar

AASHTO R 84–17 (2021): Standard Practice for Developing Dynamic Modulus Master Curves for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT). American Association of State and Highway Transportation Officials, 2021
Google Scholar

Pellinen T., Witczak M.W., Bonaquist R.F: Asphalt Mix Master Curve Construction Using Sigmoidal Fitting Function with Non-Linear Least Squares Optimization. Geotechnical Special Publication, 2003, 83–101, DOI: 10.1061/40709(257)6 DOI: https://doi.org/10.1061/40709(257)6
Google Scholar

Decree of the Minister of Transport and Maritime Economy of 2 March 1999 on technical conditions to be met by public roads and their location. Official Journal of the Republic of Poland (Dz. U.), 1999, No. 43, item 430 with later changes
Google Scholar

Application of dynamic complex stiffness modulus master curves of HMA with recycled materials in the mechanistic-empirical design of road pavement structures

Abstract

Keywords:

Similar Articles

Downloads

Aleksander Zborowski

Kamil Otkałło