Civil Engineering - Concrete Technology - Discussion

Discussion Forum : Concrete Technology - Section 3 (Q.No. 39)

Concrete Technology

39.

The void ratio of

single size coarse aggregate is roughly 0.45.

graded coarse aggregate is roughly 0.040

fine aggregate is roughly 0.45

all the above.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

1 comments Page 1 of 1.

Amit kumar singh said: 10 years ago

Voids = 1-Bulk density/Specific gravity.

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