Engineering :: Concrete Technology
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201. |
The preliminary test is always conducted in the field. |
Answer: Option B
Explanation:
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202. |
In preliminary test, the concrete is placed in the mould in |
Answer: Option B
Explanation:
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203. |
Each layer of concrete placed in the mould, in preliminary test, is compacted 25 times with a 20 mm diameter rod and 60 cm in length |
Answer: Option B
Explanation:
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204. |
The preliminary test should be repeated if the difference of compressive strength of three test specimens exceeds |
A. |
0.5 N / mm2 |
B. |
1 N / mm2 |
C. |
1.5 N / mm2 |
D. |
2 N / mm2 |
Answer: Option C
Explanation:
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205. |
The mass concrete in piers and abutments, the grade of concrete mix used, is |
A. |
1 ; 1 : 2 |
B. |
1 ; 1.5 : 3 |
C. |
1 ; 2 : 4 |
D. |
1 ; 3 : 6 |
Answer: Option D
Explanation:
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206. |
In performing the works test |
A. |
the mould for test specimen should be made of non-absorbent material |
B. |
the mould should be constructed in such a way that there is leakage of water from test specimen during moulding |
C. |
the base plate of the mould should be of non-absorbent material |
D. |
all of the above |
Answer: Option D
Explanation:
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207. |
For highly loaded columns, the concrete mix used is of proportion |
A. |
1 ; 1 : 2 |
B. |
1 ; 1.5 : 3 |
C. |
1 ; 2 : 4 |
D. |
1 ; 3 : 6 |
Answer: Option A
Explanation:
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208. |
If the proportions of different ingredients (cement, sand and aggregate) are in the ratio of 1 : 2 : 4, then the grade of concrete is |
Answer: Option B
Explanation:
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209. |
If 30% excess water is added, the strength of concrete is reduced by |
Answer: Option C
Explanation:
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210. |
The finer the sand, greater is the bulkage. |
Answer: Option A
Explanation:
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