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Rev. IBRACON Estrut. Mater. vol.8 número3

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Table 1 – Coarse aggregate proportions  used in mixes
Figure 1 – Sample compaction
Figure 4 – Constant head permeameter
Figure 5 shows the variation of the hydraulic conductivity versus  de void ratio variation of the two tests assessed in this study  com-pared to the results published by other authors

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