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In all cases considered, for reinforcing ratios ρ = 0.01 and higher, cracks form at bar stresses below 482 MPa (70 ksi).
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Rocks containing cracks with lower crack aspect ratio, higher crack density and (or) higher crack porosity have stronger stress sensitivity.
Higher strength matching of WPJs has higher crack-front constraints.
In some pairs, the lightweight concrete deck exhibited higher crack densities than the normalweight deck.
In other pairs, the normalweight deck exhibited higher crack densities than the lightweight deck.
A higher crack density was found in the AI composite than the MLL composite.
Additionally, TRC has a higher crack distribution ability than steel concrete.
Fracture behaviour showed higher crack arresting and better fracture characteristic in the compression.
Therefore, we can infer that those samples with higher crack surface areas will be inherently more permeable.
The results for Model 3 (3a or 3b) with a higher crack density (ϵ = 0.1) are depicted in Fig. 10.
Such a feature was previously reported in Paper I on SH wave scattering in the case of an even higher crack density (ϵ = 0.2) (Fig. 12 thereof).
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