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Figure 7: Flexural failure of FRC prism (mix C2 with 0.40% of Ø 0.25 mm HDPE fibres). Figure 8: Comparison of the water penetration depths on the 150 mm cubes made of (a) plain concrete and (b) FRC mix C5 (with 0.40% of Ø 0.40 mm HDPE fibres). 19PDF Image | Mechanical properties of concrete reinforced with recycled HDPE
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