Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
D. Both (b) and (c)
1/4
1/5
1/6
1/8
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
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
28 liters
30 liters
32 liters
34 liters
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
0.15
0.12
0.30
1.00
8 kg
10 kg
12 kg
14 kg
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
50 mm
100 mm
150 mm
200 mm
600 mm
750 mm
900 mm
More than 1 m
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
50 mm
75 mm
100 mm
120 mm
Aggregates
Cement
Water
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
l/3
l/5
l/7
l/10
Shales
Fly ash
Pumicite
All the above
10 m
15 m
15 m
45 m
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%