4.75 mm
30 mm
60 mm
75 mm
D. 75 mm
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
Shape
Grading
Compaction
All the above
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
Air-entraining agent
Foaming agent
Oily-agent
All the above
20 %
25 %
30 %
35 %
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
1000°C
1200°C
1400°C
1600°C
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
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
Workability admixtures
Accelerators
Retarders
Air entraining agents
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
Dry
Earth moist
Semi-plastic
Plastic
M 100
M 150
M 250
M 400
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Shales
Fly ash
Pumicite
All the above
4 mm
6 mm
8 mm
10 mm
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
M 100
M 200
M 300
M 500
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
18
30
40
58
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
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 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
0.37 fy
0.57 fy
0.67 fy
0.87 fy
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct