Full-Wave gprMax Simulation of Top-Down and Bottom-Up Surface Cracks in Reinforced Asphalt Pavements: Descriptor-Based Discrimination Within a Common Three-Hyperbola Regime
Ground-penetrating radar assessment of reinforced pavements remains limited because top-down and bottom-up cracks produce similar radargram signatures and exhibit comparable diffraction patterns. This study investigates this ambiguity using full-wave gprMax simulations and a two-level interpretation framework that combines processed radargram morphology with descriptors extracted from a central trace of the simulated B-scan at the crack axis. Thirty-two deterministic reinforced asphalt pavement models were analysed by varying crack width, crack depth, surface-layer thickness, and granular-layer thickness. Analytical travel-time checks showed that the extracted surface and intermediate events were consistent with the imposed geometry, with deviations of +0.016 ns (+2.51%) and +0.006 ns (+0.40%) for the representative top-down case and +0.028 ns (+3.02%) and +0.002 ns (+0.10%) for the representative bottom-up case. All simulations preserved three accepted hyperbolic paths, establishing a common 3H regime for the full parametric matrix. Crack width reorganised mainly the intermediate branch; crack depth acted on the intermediate branch in top-down models and on the shallow branch in bottom-up models; variation in surface-layer thickness at a constant relative crack depth (d/hb = 0.4) produced the largest temporal reorganisation; and granular-layer thickness acted as a control variable. Descriptor-based analysis further revealed configuration-dependent differences between the two crack families within the common 3H regime using temporal spacing and amplitude partitioning, with classification accuracies of 69.23% and 84.62% for the waveform-based and radargram-based descriptors, respectively, under leave-one-geometry-out cross-validation. The study provides an interpretation framework for distinguishing coupled surface and internal crack responses when the hyperbola count alone is non-discriminative.
Authors
- Grigório Ribeiro Soares Neto (ORCID: https://orcid.org/0000-0001-9433-480X)
- Francisco M. Fernandes (ORCID: https://orcid.org/0000-0002-7575-411X)
- Simona Fontul (ORCID: https://orcid.org/0000-0003-0266-4305)
- Jorge Carvalho Pais (ORCID: https://orcid.org/0000-0002-7555-1195)
Institutions
- Universidade Lusíada de Vila Nova de Famalicão (PT)
- National Laboratory for Civil Engineering (PT)
- University of Minho (PT)
Publication Details
- Journal
- Infrastructures
- Published
- 2026-10-30
- DOI
- https://doi.org/10.3390/infrastructures11110400
- Primary Topic
- Geophysical Methods and Applications
- Type
- article
- Field-Weighted Citation Impact
- 0.00
Funders
- Fundação para a Ciência e a Tecnologia