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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

2D Mesoscale cracking simulation of partially saturated asphalt based on moisture diffusion and a cohesive zone model Thumbnail


Authors

Linglin Li

Ji Wu

Profile image of NICK THOM

NICK THOM NICHOLAS.THOM@NOTTINGHAM.AC.UK
Assistant Professor

Profile image of GORDON AIREY

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

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