ISSN: 2250-3005 - ijcer

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International Journal Of Computational Engineering Research (ijceronline.com) Vol. 2 Issue. 8Figure 1 Specimen MouldsThe details of mix designation and specimens used in experimental program are given in table 5.Table 5 Mix DetailsSl. No Mix Designation CementFine AggregateNo: of SpecimensCoarse AggregateSand Industrial waste Cube Cylinder Prism1 M0 100% 100% 0% 100% 3 3 32 M1 100% 90% 10% 100% 3 3 33 M2 100% 80% 20% 100% 3 3 34 M3 100% 70% 30% 100% 3 3 35 M4 100% 60% 40% 100% 3 3 37 M6 100% 50% 50% 100% 3 3 3Figure 2 Casted SpecimensIV Testing of specimens:For each batch of concrete, 3 cubes of 150mm x 150mm x 150mm size were tested to determine compressive strengthof concrete, 3 cylinders of 150mm diameter and 300 mm length were tested to determine split tensile strength of concrete andthree prisms of 100mm x 100mmx 500mm were tested to determine flexural strength of concrete.V Results and discussions:Table 6 Experimental Test Results at 28 days curingSl.No Mix Designation Compressive Strength N/mm 2 Split Tensile Strength N/mm 2 Flexural Strength N/mm 21 M0 31.5 3.35 5.322 M1 34 3.42 5.463 M2 36 3.63 5.664 M3 37.5 3.85 5.745 M4 33 3.45 5.286 M5 31 3.15 4.88From the above table it is found that the compressive strength of the control concrete was31.5 N/mm 2 . Thecompressive strength was found to be maximum at 30% (37.5N/mm 2 ) replacement of fine aggregate by industrial waste whichwas greater than the conventional concrete. The compressive strength reduced beyond 30% replacement. Thus it is evident thatfine aggregate can be replaced by the waste material from china clay industries up to 30%.||Issn 2250-3005(online)|| ||December||2012 Page 169
Flexural Strength inSplit tensile strengthCompressive strength inInternational Journal Of Computational Engineering Research (ijceronline.com) Vol. 2 Issue. 8Similarly the split tensile strength and flexural strength was also found to be maximum at 30% (3.85 N/mm 2 and 5.74N/mm 2 ) replacement which was greater than the conventional concrete (3.35 N/mm 2 and 5.32N/mm 2 ).The graphs showing the compressive strength, split tensile strength and flexural strength of the different mixes at 28days of curing are shown in figures 3, 4 and 5 respectively.40Compressive strength after 28 days of curing30N/mm 220100M0 M1 M2 M3 M4 M5MixFigure 3 Compressive strength after 28 days of curingin N/mm 2Split Tensile Strength after 28 days of Curing543210M0 M1 M2 M3 M4 M5MixFigure 4 Split Tensile Strength after 28 days of CuringN/mm 265.85.65.45.254.84.64.4Flexural Strength after 28 days of CuringM0 M1 M2 M3 M4 M5MixFigure 5 Flexural Strength after 28 days of Curing||Issn 2250-3005(online)|| ||December||2012 Page 170
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ISSN: 2250-3005 - ijcer

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