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Analysis Of Sulphate Resistance Reactive Powder Concrete With W/C Variations

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Figure

Fig. 1. Effect of w/c on slump flow
Fig. 7. Compressive strength vs density with sulfate  immersion (56 days)
Fig. 8 describes SEM photos of 3 RPC samples with a w/c = 0.2. Fig. 8(a) is a SEM of RPCSP28, C-S-H is formed but

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