Correct Answer: D. Decreases
Explanation:
For concrete cylinders subjected to compression, the measured compressive strength is influenced by the height-to-lateral dimension ratio (H/D ratio) of the specimen. As this ratio increases, the specimen becomes more slender.
In shorter specimens, the friction between the loading platens of the testing machine and the ends of the specimen provides lateral restraint. This restraint creates a confining effect that increases the apparent compressive strength. As the height-to-lateral dimension ratio increases, the influence of this end restraint decreases, resulting in a lower measured compressive strength.
Therefore, for slender cylinders, an increase in the height-to-lateral dimension ratio leads to a decrease in the measured compressive strength.
Explanation of Other Options:
A. Remains Constant
The compressive strength does not remain constant with changes in specimen geometry. The height-to-lateral dimension ratio affects the measured strength.
B. Increases
An increase in slenderness does not increase compressive strength. In fact, the reduction in end restraint causes the measured strength to decrease.
C. First Increases, Then Decreases
There is no such general trend for concrete compression specimens. The measured compressive strength decreases as the height-to-lateral dimension ratio increases.
Conclusion:
As the height-to-lateral dimension ratio of a concrete cylinder increases, the measured compressive strength decreases due to the reduction in the confining effect provided by the testing machine platens.
Answer: D. Decreases.