Fundamental Study on Concrete with Increased Air Content
By A. Nishizawa, K. Sakurai, Y. Isaji and K. Kawai

Concrete Journal, Vol.64, No.3, Mar. 2026


Synopsis
Aiming to reduce CO2 emissions during concrete production, the authors conducted a fundamental study examining the technical feasibility of concrete that features reduced unit cement content achieved by increasing air content. The study confirmed that increasing the air content by 3% allows for a reduction of approximately 10kg/m3 in the unit water content needed to maintain the same slump. However, to achieve the same compressive strength, the water-cement ratio must be reduced by approximately 3%. If compressive strength is maintained, the other strength characteristics and durability are equal to or greater than those of ordinary concrete. Subsequently, concrete with increased air content was produced at a ready-mixed concrete plant for placement into mock-up members. The experiments showed that after production, there was no significant reduction in air content due to elapsed time or pumping and compaction.
Keywords:
Air content, Unit cement content, Unit water content, Compressive strength, Flowability, Workability

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