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Flexural Behaviour of RCC Beams Partially Replacing Cement by Dolomite Powder and Sand by Quarry Dust

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Figure

Table- VII: Sieve analysis data & physical properties for Quarry Dust
Fig. 4. Testing cubical specimen
Fig. 5. % Replacement of DP vs Split tensile strength at  28 days curing (N/mm2) Tested cylindrical specimen is as shown in Fig
Fig. 12. Test setup of RC Beam
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