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Fig. 4: Chart for Split tensile Strength after 28 Days

Figure 4 Chart for Split tensile Strength after 28 Days

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c. Mix Design: Various tests were conducted on the collected materials to determine their properties and suitability for this project. The testing of materials was done according to IS specifications. The test value of various materials is shown in the table 1. Table - 1 In this project, the mix design used was M40 and the concrete proportions of M40 were calculated as per IS 10262:2009. To achieve, the concrete grade proportions of M40, all the material testing values are to be used in calculation. Hence, concrete proportions arrived for M40 grade is given in table 2.
c. Mix Design: Various tests were conducted on the collected materials to determine their properties and suitability for this project. The testing of materials was done according to IS specifications. The test value of various materials is shown in the table 1. Table - 1 In this project, the mix design used was M40 and the concrete proportions of M40 were calculated as per IS 10262:2009. To achieve, the concrete grade proportions of M40, all the material testing values are to be used in calculation. Hence, concrete proportions arrived for M40 grade is given in table 2.
&. Compressive Strength Test:
&. Compressive Strength Test:
Fig. 2: Chart for Compressive Strength after 28 Days curing
Fig. 2: Chart for Compressive Strength after 28 Days curing
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