Difficulty: Easy
Correct Answer: All of the above
Explanation:
Introduction / Context:
Pozzolanas (such as fly ash, calcined clay, or silica fume in proportion) react with calcium hydroxide liberated during cement hydration to form additional calcium silicate hydrates. Blended cements alter the fresh and hardened properties of concrete in several predictable ways.
Given Data / Assumptions:
Concept / Approach:
Early-age strength may decrease because pozzolanic reactions are slower initially, though later strengths catch up or exceed OPC due to secondary C–S–H formation. Pozzolanas typically reduce permeability and the availability of free lime, improving resistance to sulphate attack. Finer pozzolans improve cohesiveness and reduce bleeding. Some blends can show a slight increase in drying shrinkage due to finer pore structure and higher paste volumes if not optimized.
Step-by-Step Solution:
Assess early strength: tends to be lower at 1–7 days compared to neat OPC → (a) true.Assess sulphate interaction: reduced free Ca(OH)2 and denser matrix → (b) true.Evaluate shrinkage: finer pore structure may increase drying shrinkage if curing is inadequate → (c) can increase.Fresh concrete effects: better cohesiveness and lower bleeding with fine pozzolanic particles → (d) true.
Verification / Alternative check:
Performance specifications and durability indexes for blended cements consistently show lower permeability and improved sulphate resistance at equal strength levels.
Why Other Options Are Wrong:
Common Pitfalls:
Expecting identical early strengths to OPC without curing or admixture adjustments; ensure adequate curing to realize long-term gains and mitigate shrinkage.
Final Answer:
All of the above
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