Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
D. Swelling of sand when wetted
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
7 days
14 days
21 days
28 days
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
100 mm
150 mm
200 mm
250 mm
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
0.43 d
0.55 d
0.68 d
0.85 d
Roads
Retaining walls
Lining of canals
All the above
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
3 days
7 days
21 days
28 days
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
5 %
10 %
15 %
20 %
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Screeding
Floating
Trowelling
Finishing
20 times
25 times
30 times
50 times
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
2.75 mm
3.00 mm
3.75 mm
4.75 mm
600 mm
750 mm
900 mm
More than 1 m
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Air-entraining agent
Foaming agent
Oily-agent
All the above
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
Cement
Aggregates
Water
All the above
2.5 cm
5.0 cm
7.5 cm
10 cm
10 cm
15 cm
20 cm
25 cm
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement