Dynamic response and sound radiation of cracked asphalt pavements under moving loads and variable thermal profiles
This study investigates the acoustic performance and dynamic response of cracked, viscoelastic porous asphalt pavements under moving loads and variable thermal conditions. Realistic pavement cracks are modelled using an advanced line spring model with fracture compliance coefficients. The novelty lies in the synergistic integration of a heterogeneous triple-porosity media model, a non-uniform depth-dependent temperature profile, and an advanced fracture mechanics-based line spring model with arbitrary crack orientation. Variations in temperature that are uniform, linear, and nonlinear with respect to the thickness layer axis are taken into account. The governing equations are derived by Hamilton’s principle and solved analytically via Fourier-Laplace transforms. The acoustic pressure is first-time predicted through Rayleigh integral analysis. Durbin’s numerical inversion validates the model’s accuracy versus sophisticated finite element simulations. Parametric analysis offers new insights into the effects of crack length, pore size distribution, loading frequency, and thermal gradients on noise pollution and fatigue cracking. The integrated chemo-thermo-mechanical modelling enables optimal structural design and accelerated pavement testing to limit acoustic radiation and premature failure in porous asphalt pavements. It allows for the development of noise-reducing porous asphalt mixtures by modifying aggregate gradation, binder content, and air void distribution.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/44544515
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Supplemental Notes:
- © 2024 Informa UK Limited, trading as Taylor & Francis Group 2024. Abstract reprinted with permission of Taylor & Francis.
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Authors:
- Rostamkhani, Mohsen
- Kamboozia, Neda
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0000-0002-6625-7680
- Ameri, Mahmoud
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0000-0002-6098-1037
- Publication Date: 2024
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: 2383963
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Serial:
- International Journal of Pavement Engineering
- Volume: 25
- Issue Number: 1
- Publisher: Taylor & Francis
- ISSN: 1029-8436
- Serial URL: http://www.tandf.co.uk/journals/titles/10298436.html
Subject/Index Terms
- TRT Terms: Asphalt pavements; Fatigue cracking; Live loads; Mathematical models; Noise; Pavement cracking; Porous pavements; Temperature
- Subject Areas: Highways; Pavements;
Filing Info
- Accession Number: 01945245
- Record Type: Publication
- Files: TRIS
- Created Date: Feb 8 2025 4:48PM