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Study of the porous asphalt performance with cellulosic fibres

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Fig. 1. Aggregates grading curves.
Fig. 4 shows the results of the water sensitivity test. The dry specimens show higher ITS values as expected due to the presence of water at 40 ° C in the wet specimens, showing more for the  por-ous asphalt containing more fine aggregates
Table 7 shows the results obtained in the Wheel Tracking tests, according to the main parameters that characterize their resistance to permanent deformation

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