Analysis of viscoelastic behaviour in asphalt pavement through four-point beam bending tests
Article Sidebar
Open full text
Issue Vol. 23 No. 2 (2024)
-
Using BIM for the development of accessibility
Magdalena Kładź, Andrzej Szymon Borkowski005-013
-
Summarising the seismic risk reduction processes in standard residential buildings of Yerevan: why don't we have real results?
Karen Azatyan, Karen Rashidyants, Anush Ohanyan015-036
-
Physical and mechanical behaviour of recycled concrete under destructive and non-destructive testing
Lynda Amel Chaabane, Hamza Soualhi, Ilies Fellah, Yassine Khalfi, Nadia Sirine Bouayed037-057
-
Analysis of viscoelastic behaviour in asphalt pavement through four-point beam bending tests
Hamza Jamal, Rawid Khan, Diyar Khan, Manzoor Elahi, Muhammad Tariq Bashir, Asmat Khan, Waseem Akhtar Khan059-072
-
Analysis of the potential for increasing water retention in road pavements on public roads in cities: a case study based on the Old Town of Płock
Piotr Gryszpanowicz, Karol Prałat, Aneta Lisicka073-085
-
Utilisation of waste glass from solar thermal collectors for the production of polymer concrete
Jakub Smoleń, Krzysztof Stępień, Grzegorz Junak, Mateusz Kozioł087-097
-
Research on the resistance of protective coatings for concrete to the effects of atmospheric moisture
Nazar Sydor, Ihor Margal, Oleksiy Gayda099-106
-
Selected issues in compensation entitlement for real estate expropriated for road investments
Anna Trembecka107-117
Archives
-
Vol. 24 No. 4
2025-12-16 13
-
Vol. 24 No. 3
2025-09-30 13
-
Vol. 24 No. 2
2025-06-25 13
-
Vol. 24 No. 1
2025-03-31 12
-
Vol. 23 No. 4
2025-01-02 11
-
Vol. 23 No. 3
2024-10-07 10
-
Vol. 23 No. 2
2024-06-15 8
-
Vol. 23 No. 1
2024-03-29 6
-
Vol. 22 No. 4
2023-12-29 9
-
Vol. 22 No. 3
2023-09-29 5
-
Vol. 22 No. 2
2023-06-30 3
-
Vol. 22 No. 1
2023-03-30 3
-
Vol. 21 No. 4
2022-12-14 8
-
Vol. 21 No. 3
2022-11-02 3
-
Vol. 21 No. 2
2022-08-31 3
-
Vol. 21 No. 1
2022-03-30 3
-
Vol. 19 No. 4
2020-11-02 11
-
Vol. 19 No. 3
2020-09-30 11
-
Vol. 19 No. 2
2020-06-30 10
-
Vol. 19 No. 1
2020-06-02 8
Main Article Content
DOI
Authors
manzoor.elahi@uetpeshawar.edu.pk
asmkhan.pg19mce@student.nust.edu.pk
waseem-akhtar.khan1@louisiana.edu
Abstract
This study, conducted in accordance with ASTM T321-14 standards, offers crucial insights into the behaviour of asphalt materials subjected to cyclic loading. For proper maintenance and pavement design, it is essential to understand the material response under different loading conditions. This study focuses on the four-point beam bending test to investigate the viscoelastic behaviour of asphalt pavement. The four-point beam bending test is a useful method for determining the material's ability to withstand cyclic loading and deformation, which the material experiences during field traffic conditions. The experimental setup involves subjecting asphalt samples to cyclic loading using a four-point bending apparatus. The imposed load causes the specimen to experience bending strains, representing the actual loading conditions that pavements endure. The data gathered during testing include stress, strain, and deformation properties under various loading conditions. The stress-strain response demonstrates the material's resilience to fatigue, with a gradual decrease in stiffness beyond 10,300 cycles. Fatigue failure criteria include a 50% reduction in initial stiffness for strain-controlled fatigue tests and cracking in stress-controlled tests. The dynamic modulus in a compressive-type, repeated load test follows a three-phase pattern, highlighting the impact of temperature and binder characterization methods on sample performance. The results provide information about the material's resilience to rutting and fatigue cracking, the most significant distresses indicated in asphalt pavements. The findings from this study contribute to an in-depth understanding of the viscoelastic behaviour of asphalt pavement and can aid in the development of improved design guidelines and maintenance strategies characterizing the material response to cyclic loading. Engineers and researchers can make better decisions on the durability and performance of asphalt pavements, resulting in more cost-effective and sustainable road infrastructure.
Keywords:
References
Mikolaj J. et al., “Optimization of life cycle extension of asphalt concrete mixtures in regard to material properties, structural design, and economic implications”, Advances in Materials Science and Engineering, vol. 2016, (2016), pp. 1–9. https://doi.org/10.1155/2016/6158432 DOI: https://doi.org/10.1155/2016/6158432
Schlosser F. et al., “Deformation properties and fatigue of bituminous mixtures”, Advances in Materials Science and Engineering, vol. 2013, (2013), pp. 1–7. https://doi.org/10.1155/2013/701764 DOI: https://doi.org/10.1155/2013/701764
Himeno K. and Kogo K., “The effects of different waveforms and rest period in cyclic loading on the fatigue behavior of the asphalt mixtures”, in Pavement Cracking, CRC Press, 2008. https://doi.org/10.1201/9780203882191.ch50 DOI: https://doi.org/10.1201/9780203882191.ch50
Šrámek J., “Stiffness and fatigue of asphalt mixtures for pavement construction”, Slovak Journal of Civil Engineering, vol. 26, no. 2, (Jun. 2018), pp. 24–29. https://doi.org/10.2478/sjce-2018-0010 DOI: https://doi.org/10.2478/sjce-2018-0010
Zu-yuan L. et al., “Evaluation of the fractures of asphalt concrete added with rubber particles based on the fine aggregate mixtures”, Construction and Building Materials, vol. 332, (May 2022), p. 127365. https://doi.org/10.1016/j.conbuildmat.2022.127365 DOI: https://doi.org/10.1016/j.conbuildmat.2022.127365
Khan D. et al., “Performance of hot-mix asphalt using polymer-modified bitumen and marble dust as a filler”, Journal of Traffic and Transportation Engineering (English Edition), vol. 10, no. 3, (2023), pp. 385–398. https://doi.org/10.1016/j.jtte.2022.12.002 DOI: https://doi.org/10.1016/j.jtte.2022.12.002
Rahmani E. et al., “Effect of confinement pressure on the nonlinear-viscoelastic response of asphalt concrete at high temperatures”, Construction and Building Materials, vol. 47, (2013), pp. 779–788. https://doi.org/10.1016/j.conbuildmat.2013.05.090 DOI: https://doi.org/10.1016/j.conbuildmat.2013.05.090
Kim J. and Buttlar W. G., “Analysis of reflective crack control system involving reinforcing grid over base-isolating interlayer mixture”, Journal of Transportation Engineering, vol. 128, no. 4, (Jul. 2002), pp. 375–384. https://doi.org/10.1061/(ASCE)0733-947X(2002)128:4(375) DOI: https://doi.org/10.1061/(ASCE)0733-947X(2002)128:4(375)
Ali B. et al., “Investigation into the effect of waste engine oil and vegetable oil recycling agents on the performance of laboratory-aged bitumen”, Budownictwo i Architektura, vol. 23, no. 1, (2024), pp. 33–54. https://doi.org/10.35784/bud-arch.5500 DOI: https://doi.org/10.35784/bud-arch.5500
Darabi M. K. et al., “Cyclic hardening-relaxation viscoplasticity model for asphalt concrete materials”, Journal of Engineering Mechanics, vol. 139, no. 7, (Jul. 2013), pp. 832–847. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000541 DOI: https://doi.org/10.1061/(ASCE)EM.1943-7889.0000541
Gong M. et al., “Mechanical response analysis of asphalt pavement on curved concrete bridge deck using a mesostructure-based multi-scale method”, Construction and Building Materials, vol. 285, (May 2021), p. 122858. https://doi.org/10.1016/j.conbuildmat.2021.122858 DOI: https://doi.org/10.1016/j.conbuildmat.2021.122858
Sun Y. et al., “Effect of temperature field on damage initiation in asphalt pavement: A microstructure-based multiscale finite element method”, Mechanics of Materials, vol. 144, (May 2020), p. 103367. https://doi.org/10.1016/j.mechmat.2020.103367 DOI: https://doi.org/10.1016/j.mechmat.2020.103367
Carpinteri A. et al., “On the mechanics of quasi-brittle materials with a fractal microstructure”, Engineering Fracture Mechanics, vol. 70, no. 16, (Nov. 2003), pp. 2321–2349. https://doi.org/10.1016/S0013-7944(02)00220-5 DOI: https://doi.org/10.1016/S0013-7944(02)00220-5
Ren J. and Sun L., “Characterizing air void effect on fracture of asphalt concrete at low-temperature using discrete element method”, Engineering Fracture Mechanics, vol. 170, (Feb. 2017), pp. 23–43. https://doi.org/10.1016/j.engfracmech.2016.11.030 DOI: https://doi.org/10.1016/j.engfracmech.2016.11.030
Lu D. X. et al., “Effects of specimen size and loading conditions on the fracture behaviour of asphalt concretes in the SCB test”, Engineering Fracture Mechanics, vol. 242, (Feb. 2021), p. 107452. https://doi.org/10.1016/j.engfracmech.2020.107452 DOI: https://doi.org/10.1016/j.engfracmech.2020.107452
Wu H. et al., “Characterizing fatigue behavior of asphalt mixtures utilizing loaded wheel tester”, Journal of Materials in Civil Engineering, vol. 26, no. 1, (Jan. 2014), pp. 152–159. https://doi.org/10.1061/(asce)mt.1943-5533.0000791 DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000791
Cho Y.-H. et al., “A predictive equation for dynamic modulus of asphalt mixtures used in Korea”, Construction and Building Materials, vol. 24, no. 4, (Apr. 2010), pp. 513–519. https://doi.org/10.1016/j.conbuildmat.2009.10.008 DOI: https://doi.org/10.1016/j.conbuildmat.2009.10.008
Zou X. et al., “Damage analysis four-point bending fatigue tests on stone matrix asphalt using dissipated energy approaches”, International Journal of Fatigue, vol. 133, (Apr. 2020), p. 105453. https://doi.org/10.1016/j.ijfatigue.2019.105453 DOI: https://doi.org/10.1016/j.ijfatigue.2019.105453
Teng G. et al., “Numerical fracture investigation of single-edge notched asphalt concrete beam based on random heterogeneous FEM model”, Construction and Building Materials, vol. 304, (Oct. 2021), p. 124581. https://doi.org/10.1016/j.conbuildmat.2021.124581 DOI: https://doi.org/10.1016/j.conbuildmat.2021.124581
Khodaii A. and Mehrara A., “Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test”, Construction and Building Materials, vol. 23, no. 7, (Jul. 2009), pp. 2586–2592. https://doi.org/10.1016/j.conbuildmat.2009.02.015 DOI: https://doi.org/10.1016/j.conbuildmat.2009.02.015
Lytton R. L., “Characterizing asphalt pavements for performance”, Transportation Research Record: Journal of the Transportation Research Board, vol. 1723, no. 1, (Jan. 2000), pp. 5–16. https://doi.org/10.3141/1723-02 DOI: https://doi.org/10.3141/1723-02
Zhang H. et al., “Effect of Asphalt Mortar Viscoelasticity on Microstructural Fracture Behavior of Asphalt Mixture Based on Cohesive Zone Model”, Journal of Materials in Civil Engineering, vol. 34, no. 7, (Jul. 2022). https://doi.org/10.1061/(ASCE)MT.1943-5533.0004277 DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0004277
ASTM D140/D140M-16., “Standard practice for sampling bituminous materials”.
Khan D. et al., “Effects of crumb rubber and styrene-butadiene rubber additives on the properties of asphalt binder and the Marshall performance properties of asphalt mixtures”, Budownictwo i Architektura, vol. 22, no. 4, (Dec. 2023), pp. 147–161. https://doi.org/10.35784/bud-arch.5499 DOI: https://doi.org/10.35784/bud-arch.5499
Khan D., “Effect of recycled aggregates and polymer modified bitumen on the Marshall properties of hot mix asphalt- a case study”, Quaid-e-Awam University Research Journal of Engineering, Science & Technology, vol. 21, no. 1, (2023), pp. 16–26. https://doi.org/10.52584/qrj.2101.03 DOI: https://doi.org/10.52584/QRJ.2101.03
Hassan T. et al., “Performance evaluation of asphalt binder modified with shear thickening fluid”, Journal of Materials in Civil Engineering, vol. 35, no. 7, (Jul. 2023). https://doi.org/10.1061/JMCEE7.MTENG-15322 DOI: https://doi.org/10.1061/JMCEE7.MTENG-15322
Sherir M. et al., “Structural performance of polymer fiber reinforced engineered cementitious composites subjected to static and fatigue flexural loading”, Polymers, vol. 7, no. 7, (Jul. 2015), pp. 1299–1330. https://doi.org/10.3390/polym7071299 DOI: https://doi.org/10.3390/polym7071299
Article Details
Abstract views: 394
License

This work is licensed under a Creative Commons Attribution 4.0 International License.
Budownictwo i Architektura supports the open science program. The journal enables Open Access to their publications. Everyone can view, download and forward articles, provided that the terms of the license are respected.
Publishing of articles is possible after submitting a signed statement on the transfer of a license to the Journal.
