Linglin Li
2D Mesoscale cracking simulation of partially saturated asphalt based on moisture diffusion and a cohesive zone model
Li, Linglin; Wu, Ji; Thom, Nick; Hargreaves, David; Airey, Gordon; Zhu, Jusheng; Abed, Ahmed; Rahman, Mujib; Zhang, Zhen
Authors
Ji Wu
NICK THOM NICHOLAS.THOM@NOTTINGHAM.AC.UK
Assistant Professor
DAVID HARGREAVES DAVID.HARGREAVES@NOTTINGHAM.AC.UK
Associate Professor
GORDON AIREY GORDON.AIREY@NOTTINGHAM.AC.UK
Professor of Pavement Engineering Materials
Jusheng Zhu
Ahmed Abed
Mujib Rahman
Zhen Zhang
Abstract
The primary objective of this paper was to develop a combined model that incorporates moisture diffusion and a cohesive zone model, addressing anisotropic and loading-rate dependent cracking within partially saturated asphalt. Utilising X-ray CT scan, cross-sectional slices of asphalt were acquired and converted into vector images through Matlab and AutoCAD, forming a digital asphalt sample. Moisture concentration in the asphalt, after different immersion durations, was quantified by Fick's law. A sequentially coupled model of moisture diffusion and fracture investigated the effect of immersion duration, anisotropy, and loading rate on cracking performance of the asphalt during a digital indirect tensile strength test (DITST) at 5°C. Findings revealed that moisture evolution in partially saturated asphalt proceeds through two or three stages: near-zero growth (only applicable for locations far from the initial moisture-asphalt interface), rapid growth, and a plateau. Peak load, stiffness, and fracture work in DITST exponentially reduced with immersion duration, predominantly within the first four weeks. Anisotropy led to differential DITST results when varying loading direction. Moisture damage decreased crack resistance across all directions, while increasing loading rate enhanced it. Fracture stiffness and strength exhibited comparable impacts on cracking performance at a specific loading rate.
Citation
Li, L., Wu, J., Thom, N., Hargreaves, D., Airey, G., Zhu, J., …Zhang, Z. (2023). 2D Mesoscale cracking simulation of partially saturated asphalt based on moisture diffusion and a cohesive zone model. International Journal of Pavement Engineering, 24(1), Article 2242557. https://doi.org/10.1080/10298436.2023.2242557
Journal Article Type | Article |
---|---|
Acceptance Date | Jul 25, 2023 |
Online Publication Date | Aug 25, 2023 |
Publication Date | 2023 |
Deposit Date | Sep 7, 2023 |
Publicly Available Date | Sep 11, 2023 |
Journal | International Journal of Pavement Engineering |
Print ISSN | 1029-8436 |
Electronic ISSN | 1477-268X |
Publisher | Routledge |
Peer Reviewed | Peer Reviewed |
Volume | 24 |
Issue | 1 |
Article Number | 2242557 |
DOI | https://doi.org/10.1080/10298436.2023.2242557 |
Keywords | Asphalt; cracking; cohesive zone model; moisture diffusion |
Public URL | https://nottingham-repository.worktribe.com/output/25057281 |
Publisher URL | https://www.tandfonline.com/doi/full/10.1080/10298436.2023.2242557 |
Additional Information | Peer Review Statement: The publishing and review policy for this title is described in its Aims & Scope.; Aim & Scope: http://www.tandfonline.com/action/journalInformation?show=aimsScope&journalCode=gpav20; Received: 2022-07-22; Accepted: 2023-07-25; Published: 2023-08-25 |
Files
Li2023MesoscaleCracking
(5.5 Mb)
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Publisher Licence URL
https://creativecommons.org/licenses/by/4.0/
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