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Appl.Sci.2022,12,x28F6O7RPEERREVIEW 1716ooff210 (a) (b) (c) Figure 16. Examples of fibre distribution (a) and (b) and the orientation of fibres (c). Figure 16. Examples of fibre distribution (a,b) and the orientation of fibres (c). 3.4.4. Durability Table 7 shows the results for concrete water and oxygen permeability of the three concretes. Table 7. Concrete permeability results. Table 7. Concrete permeability results. Oxygen Permeability (m2) 2 Oxygen Permeability (m ) −18−18 4.334.×3310× 10 6.32 ×−1108−18 6.32 × 10 Mix Water Permeability (mm) Mix Water Permeability (mm) HHFCFC HRFP-2 599.8.855 67.51 HRFP-2 67.51 HRFP-4 6.74 × 10−18 52.41 6.74 × 10−18 Regarding the oxygen permeability, a comparison with the general concrete values HRFP-4 52.41 Regarding the oxygen permeability, a comparison with the general concrete values shows that the three concretes manufactured have low permeability. On the other hand, shows that the three concretes manufactured have low permeability. On the other hand, the the increase in the volume of fibres slightly increases the concrete’s permeability to oxy- increase in the volume of fibres slightly increases the concrete’s permeability to oxygen. This gen. This may be because, although the fibres reduce the porosity of the concrete, the fibrePDF Image | Recycled Polyethylene Fibres for Structural Concrete
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