Regarding design of mix for a specified strength (M10 to M50, please refer section A-11 (page no.: 7) from the code IS 10262 : 2009.
Of course, this involves lab test for finding strength of each trail; and then plot a graph between water-cement ratios and their corresponding strengths to decide upon required water-cement ratio to get the specified strength (M10 to M50).
Of course, this involves lab test for finding strength of each trail; and then plot a graph between water-cement ratios and their corresponding strengths to decide upon required water-cement ratio to get the specified strength (M10 to M50).
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