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Experimental Study of Pervious Concrete Pavement

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Figure

Fig. 3.1 Slump Test
Fig 3.2 Compaction Factor Test
Table 3.4 (b): Chemical composition of Silica fume (KGR Fusion, Ludhiana)
Table 4.1: Workability of various previous concrete mix proportions Slump (mm) Copaction Factor
+2

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