Engineering :: Concrete Technology
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171. |
For the improvement of workability of concrete, the shape of aggregate recommended is |
A. |
irregular |
B. |
angular |
C. |
round |
D. |
flaky |
Answer: Option C
Explanation:
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172. |
Smaller size aggregates require less quantity of water for lubrication. |
Answer: Option B
Explanation:
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173. |
Grading of aggregates should be continuous for |
Answer: Option A
Explanation:
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174. |
The use of air-entraining agents in concrete |
A. |
increases workability of concrete |
B. |
decreases bleeding |
C. |
decreases strength |
D. |
all of these |
Answer: Option D
Explanation:
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175. |
The workability of concrete is expressed by |
A. |
water-cement ratio |
B. |
slump value |
C. |
compaction factor |
D. |
both (a) and (b) |
Answer: Option D
Explanation:
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176. |
The workability of concrete can be improved by adding |
A. |
hydrated lime |
B. |
flyash |
C. |
calcium chloride |
D. |
all of these |
Answer: Option D
Explanation:
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177. |
The steel mould used for slump test is in the form of a |
A. |
cube |
B. |
cylinder |
C. |
frustrum of a cone |
D. |
none of these |
Answer: Option C
Explanation:
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178. |
The top diameter, bottom diameter and height of the mould used for slump test are respectively |
A. |
100 mm, 200 mm, 300 mm |
B. |
200 mm, 100 mm, 300 mm |
C. |
200 mm, 300 mm, 100 mm |
D. |
100 mm, 300 mm, 200 mm |
Answer: Option A
Explanation:
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179. |
In the slump test, the maximum size of the aggregate should not exceed 38 mm. |
Answer: Option A
Explanation:
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180. |
For high degree of workability, the slump value should vary between |
A. |
0 to 25 mm |
B. |
25 to 50 mm |
C. |
50 to 80 mm |
D. |
80 to 100 mm |
Answer: Option D
Explanation:
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