Mechanistic-empirical models for top-down cracking initiation of asphalt pavements

Meng Ling*, Xue Luo, Yu Chen, Fan Gu, Robert L. Lytton

*Corresponding author for this work

Research output: Contribution to journalArticle

Abstract

Mechanistic-empirical models are developed in this study to characterise top-down cracking (TDC) initiation of asphalt pavements. TDC initiation phase is defined as a stage for micro-cracks to initiate and coalesce into a macro-crack which appears at pavement surface. Micro-fracture mechanics and Miner’s hypothesis are applied as the mechanistic approach to calculate numbers of axle load cycles at different load spectrum levels and corresponding cumulative micro-crack damage in the TDC initiation phase. Long-term pavement performance (LTPP) data including traffic load, pavement distress, material properties, pavement structure and temperature are collected and analysed. Traffic load is characterised using a load spectrum model and TDC initiation time is predicted from historical distress observations. A mathematical model is proposed to characterise the initial air void distribution within surface layer. The LTPP data are utilised to develop mechanics-based prediction models to compute a TDC initiation energy parameter and initiation time. Unaged surface layer modulus, m-value of relaxation modulus of surface layer and pavement structure are identified as key factors for the initiation energy parameter. Traffic load, initiation energy parameter and temperature are critical to the initiation time. As illustrated in the development and validation process, the prediction models show reasonable agreement with TDC field performance.

Original languageEnglish
Number of pages10
JournalInternational Journal of Pavement Engineering
Early online date5 Jul 2018
DOIs
Publication statusE-pub ahead of print - 5 Jul 2018

Fingerprint

Asphalt pavements
Pavements
Cracks
Miners
Axles
Fracture mechanics
Macros
Materials properties
Mechanics
Mathematical models
Temperature
Air

Keywords

  • Asphalt pavement
  • crack initiation
  • crack initiation time
  • initiation energy parameter
  • J-integral
  • long-term pavement performance
  • top-down cracking

Cite this

Ling, M., Luo, X., Chen, Y., Gu, F., & Lytton, R. L. (2018). Mechanistic-empirical models for top-down cracking initiation of asphalt pavements. International Journal of Pavement Engineering. https://doi.org/10.1080/10298436.2018.1489134
Ling, Meng ; Luo, Xue ; Chen, Yu ; Gu, Fan ; Lytton, Robert L. / Mechanistic-empirical models for top-down cracking initiation of asphalt pavements. In: International Journal of Pavement Engineering. 2018.
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Ling, M, Luo, X, Chen, Y, Gu, F & Lytton, RL 2018, 'Mechanistic-empirical models for top-down cracking initiation of asphalt pavements', International Journal of Pavement Engineering. https://doi.org/10.1080/10298436.2018.1489134

Mechanistic-empirical models for top-down cracking initiation of asphalt pavements. / Ling, Meng; Luo, Xue; Chen, Yu; Gu, Fan; Lytton, Robert L.

In: International Journal of Pavement Engineering, 05.07.2018.

Research output: Contribution to journalArticle

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Ling M, Luo X, Chen Y, Gu F, Lytton RL. Mechanistic-empirical models for top-down cracking initiation of asphalt pavements. International Journal of Pavement Engineering. 2018 Jul 5. https://doi.org/10.1080/10298436.2018.1489134