Analysis of viscoelastic behaviour in asphalt pavement through four-point beam bending tests

Hamza Jamal


CECOS University of IT and Emerging Sciences; Peshawar (Pakistan)
https://orcid.org/0009-0001-1517-0518

Rawid Khan


Department of Civil Engineering; UET Peshawar; (Pakistan)

Diyar Khan

diyar.khan@polsl.pl
Doctoral School; Silesian University of Technology; Gliwice (Poland)
https://orcid.org/0000-0002-5810-9012

Manzoor Elahi


Department of Civil Engineering; UET Peshawar; (Pakistan)

Muhammad Tariq Bashir


CECOS University of IT and Emerging Sciences; Peshawar (Pakistan)
https://orcid.org/0000-0002-8769-9875

Asmat Khan


Department of Transportation Engineering; Military College of Engineering; Peshawar (Pakistan)

Waseem Akhtar Khan


Department of Civil Engineering; University of Louisiana at Lafayette; (United States)
https://orcid.org/0009-0002-8467-2295

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:

asphalt mixture, deformation properties, four-point beam, fatigue cracking, dynamic modulus

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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)   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

ASTM D140/D140M-16., “Standard practice for sampling bituminous materials”.
  Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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   Google Scholar

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Published
2024-06-15

Cited by

Jamal, H. (2024) “Analysis of viscoelastic behaviour in asphalt pavement through four-point beam bending tests”, Budownictwo i Architektura, 23(2), pp. 059–072. doi: 10.35784/bud-arch.5501.

Authors

Hamza Jamal 

CECOS University of IT and Emerging Sciences; Peshawar Pakistan
https://orcid.org/0009-0001-1517-0518

Authors

Rawid Khan 

Department of Civil Engineering; UET Peshawar; Pakistan

Authors

Diyar Khan 
diyar.khan@polsl.pl
Doctoral School; Silesian University of Technology; Gliwice Poland
https://orcid.org/0000-0002-5810-9012

Authors

Manzoor Elahi 

Department of Civil Engineering; UET Peshawar; Pakistan

Authors

Muhammad Tariq Bashir 

CECOS University of IT and Emerging Sciences; Peshawar Pakistan
https://orcid.org/0000-0002-8769-9875

Authors

Asmat Khan 

Department of Transportation Engineering; Military College of Engineering; Peshawar Pakistan

Authors

Waseem Akhtar Khan 

Department of Civil Engineering; University of Louisiana at Lafayette; United States
https://orcid.org/0009-0002-8467-2295

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