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Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
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Home > Tools > Frequently Asked Questions
Q. Would adding more cement serve the purpose of admixtures? A. In general, no. Adding more cement is effective only in cases where more cement may improve workability and reduce the w/cm, provided these improvements can be obtained to the desired degree for the same cost. Also, more cement can be effective in cold weather to raise heat of hydration. More cement will not retard the time of setting in warm weather, nor will it entrain air. Neither will it reduce the heat of hydration and temperature rise within mass concrete, as some admixtures will when they make it possible to reduce the cement content. Also, more cement with more water would result in more drying shrinkage. References: SP-1(02); E4-12; ACI 212.3R-16; SP-288; ACI 209.1R-05; ACI 207.1R-05 Topics in Concrete: Admixture for Concrete; Durability of Concrete; Materials in Concrete; Mass Concrete; Shrinkage-Compensating Concrete
Q. Would adding more cement serve the purpose of admixtures?
A. In general, no. Adding more cement is effective only in cases where more cement may improve workability and reduce the w/cm, provided these improvements can be obtained to the desired degree for the same cost. Also, more cement can be effective in cold weather to raise heat of hydration. More cement will not retard the time of setting in warm weather, nor will it entrain air. Neither will it reduce the heat of hydration and temperature rise within mass concrete, as some admixtures will when they make it possible to reduce the cement content. Also, more cement with more water would result in more drying shrinkage.
References: SP-1(02); E4-12; ACI 212.3R-16; SP-288; ACI 209.1R-05; ACI 207.1R-05
Topics in Concrete: Admixture for Concrete; Durability of Concrete; Materials in Concrete; Mass Concrete; Shrinkage-Compensating Concrete
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