Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
D. All the above
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
1 %
2 %
3 %
5 %
Less
More
Equal
None of the above
22.5 mm
18.5 mm
16.5 mm
13.5 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
5 days
7 days
10 days
14 days
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Clay
Sand
Lime
Concrete
Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container
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
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Gypsum
Calcium chloride
Sodium silicate
All of 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
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
Aggregates
Cement
Water
All the above
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
0.43 d
0.55 d
0.68 d
0.85 d
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Elastic modulus of high tensile steel is nearly the same as that of mild steel
Elastic modulus of high tensile steel is more than that of mild steel
Carbon percentage in high carbon steel is less than that in mild steel
High tensile steel is cheaper than mild steel
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Segregation
Bleeding
Bulking
Creep