1) Without using any admixture what is the possible mix ratio for the 50 Mpa (7250psi) concrete?
2) Using any admixture what is the possible mix ratio for the 50 Mpa (7250psi) concrete? In that case please state the type of admixture.
Are you planning to use and supplementary materials (Fly ash, Silica Fume, GGBS)?
It will make a difference in the mix proportioning
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Both concrete or seel
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Both concrete or steel, having different structural systems.
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Theorically how is it possible to select the most economical combination of mix ratio for a concrete (e.g. 5000 Psi)? Is there any procedure?
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