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Early age behaviour of Self Compacting Concrete with Polypropylene fibers and carbon nanofibers

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Academic year: 2020

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Figure

Figure 1: Ultrasonic and temperature monitoring setup.
Figure 2: Free shrinkage test setup (air flow speed 3m/s).
Figure 4:  Evolution of compressive and flexural strength of paste samples   (compositions of this study without aggregates)
Figure 6. Kraai slab.
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