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American Journal of Materials Science and Engineering

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Figure

Table 4. Compositions of the various concretes ('R' = recycled, 'N' = not recycled, the first letter concerns the percentage of sand and the second letter that of grave
Figure 2. Relationship between mechanical strength and total percentage of recycled aggregates
Figure 4. Absorption of concretes as a function of time and percentage of replacement at 28 days of maturation

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