TABLE P6.35 Cylinder no. Water submergence (days) Compressive strength of plain concrete (MPa) Compressive strength of concrete with accelerator (MPa) 2 3 4 3 14 21 28 7.8 15.8 21.1 24.5 26.8 14.8 20.1 24.0 25.9 26.8 0.8 6.2 3. 2.
TABLE P6.35 Cylinder no. Water submergence (days) Compressive strength of plain concrete (MPa) Compressive strength of concrete with accelerator (MPa) 2 3 4 3 14 21 28 7.8 15.8 21.1 24.5 26.8 14.8 20.1 24.0 25.9 26.8 0.8 6.2 3. 2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Two batches of concrete cylinders were made with and without a calcium
chloride (CaCl2) accelerator admixture. Six cylinders were made of each batch and
submerged in water for different times before testing for compressive strength
and the results are shown in Table P6.35.
It is required to do the following:
a. Using an Excel sheet, plot the relationship between curing time and
compressive strength of the two mixes on the same graph. Label all axes
and curves.
b. Comment on the effect of the accelerator on the compressive strength of
PCC at early and late ages.
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