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CVEN3304 - Concrete Structures - 2025 T2

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Slump test is a relatively easy and practical test to determine the consistency of fresh concrete.

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All supplementary cementitious

materials have both pozzolanic and hydraulic properties.

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Autogenous shrinkage is driven by self-desiccation. The self-desiccation is mainly caused by the consumption of evaporable water during hydration.
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Theoretically, cement in a paste mixture can be fully hydrated when the water to cement ratio of the paste is 0.48.
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Tricalcium silicate (Alite) reacts fastest among cement minerals.

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Concrete is a composite

material. Therefore, the value of concrete elastic modulus would be between the

elastic modulus of aggregate and the elastic modulus of cement paste.

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Autogenous shrinkage is driven

by self-desiccation and this shrinkage includes both a macroscopic volume change and voids generated by hydration.

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Using slag is not effective to reduce the heat of hydration.
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Plastic shrinkage is mainly caused by the consumption of evaporable water during the hydration.
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The kinetics of cement mineral hydration is C3S>C3A>C4AF>C2S

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