Technical Notes
Jan 25, 2022

A Probabilistic Understanding of the Effect of Voids and Layer Thickness on Interconnectivity of Voids in Asphalt Mixes: An Agent-Based Modeling Approach

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 148, Issue 2

Abstract

Saturation of voids in pavement layers and accumulation of water at the interface with an underlying layer may lead to moisture damage in asphalt pavements. Interconnected voids facilitate the flow of water through hot mix asphalt (HMA) layers. Connectivity of the voids depends on their location within the asphalt mix layer—adjacent voids are more likely to be connected than nonadjacent voids. This paper reports the results of a study that was carried out with agent-based modeling (ABM) to evaluate the effect of the random location of the air voids on their adjacentness and hence connectivity. The pavement layer was modeled as a two-phase system consisting of air voids and mix, with a range of air void percentage and layer thickness, with a water source on the surface. Each model, with a specific layer thickness and void percentage, was simulated 1,000,000 times, in each of which the voids were placed at random locations. The results were analyzed in terms of saturated void percentage and percentage of saturated voids at the bottom of the layer. The conclusions are that the connectivity of voids is affected significantly by both percentage of voids and ratio of the layer thickness to void size (ratio). Beyond a threshold ratio of 3, the connectivity drops significantly. A ratio of >4 is needed to ensure a low probability of overall saturation and saturation at the bottom of the layer.

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Data Availability Statement

The model, code for the model, and simulation output are available from the corresponding author upon request.

Acknowledgments

Elements of the ABM model used in this study are adapted from the “Fire” model (Wilensky 2006).

References

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 148Issue 2June 2022

History

Received: May 25, 2021
Accepted: Dec 14, 2021
Published online: Jan 25, 2022
Published in print: Jun 1, 2022
Discussion open until: Jun 25, 2022

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Authors

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Rajib B. Mallick, F.ASCE [email protected]
Ralph White Family Distinguished Professor, Dept. of Civil and Environmental Engineering, Worcester Polytechnic Institute, Worcester, MA 01609. Email: [email protected]

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Cited by

  • Estimation of transverse velocity and concentration profile using Kumaraswamy distribution, Stochastic Environmental Research and Risk Assessment, 10.1007/s00477-023-02576-0, 38, 1, (251-261), (2023).

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