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Durability and Strength analysis of Concrete by Partial Replacement of Cement with Corn Cob Ash and Rice Husk Ash

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Figure

Table 2. Chemical analysis of CCA and RHA
Table 3 shows that Slump was found to be 70mm for control mix while it decreased from 65mm to 62mm and then 50mm for CCA -2.5% , CCA - 5%, CCA – 7.5%, CCA – 10% and CCA – 12.5% replacement respectively
Table 6.  Water absorption test of control mix, CCA and CR concrete
Fig 4: Free chloride in Control Mix (a), Corn Cob Ash (b) and Corn Cob – Rice Husk ash (c) Concrete

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