Ferrous sulphate
Potassium chloride
Ammonia
Nitric acid
A. Ferrous sulphate
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
Less
More
Equal
None of the above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
22.5 mm
18.5 mm
16.5 mm
13.5 mm
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Dry
Earth moist
Semi-plastic
Plastic
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
3 days
7 days
21 days
28 days
15 mm
25 mm
30 mm
40 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Workability
Strength
The effects of temperature variations
The unit weight
M 100
M 150
M 250
M 400
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Grading
Curing
Mixing
Batching
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
2000 bags
2200 bags
2400 bags
2700 bags
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
0.33
0.5
0.75
1.0
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
M 100
M 150
M 200
M 250
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)