Draw the compressive strength vs. time curves for the mortars produced by using Type I, Type III, and Type IV (ASTM) Portland Cements (PCs) on the same diagram by clearly labeling each curve. What is the primary reason for the distinct behavior observed for these different PCs? Which one would be preferred for an emergency repair works?
Draw the compressive strength vs. time curves for the mortars produced by using Type I, Type III, and Type IV (ASTM) Portland Cements (PCs) on the same diagram by clearly labeling each curve. What is the primary reason for the distinct behavior observed for these different PCs? Which one would be preferred for an emergency repair works?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Draw the compressive strength vs. time curves for the mortars produced by using
Type I, Type III, and Type IV (ASTM) Portland Cements (PCs) on the same diagram by clearly
labeling each curve. What is the primary reason for the distinct behavior observed for these
different PCs? Which one would be preferred for an emergency repair works?
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