Lime stone
Chalk
Laterite
None of these
D. None of these
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Construction joints are necessarily planned for their locations
Expansion joints are provided to accommodate thermal expansion
Construction joints are provided to control shrinkage cracks
All the above
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
1 %
2 %
3 %
5 %
Porous
Non-homogeneous
Reduced strength
All the above
4.75 mm
30 mm
60 mm
75 mm
M 15
M 20
M 10
M 25
Zero
Tensile
Compressive
Tensile or compressive
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
Workability of concrete
Strength of concrete
Durability of concrete
All the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
M 100
M 150
M 250
M 400
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
20 mm particles
10 mm particles
4.75 mm particles
All the above
50 mm
100 mm
150 mm
200 mm
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
0.03 %
0.1 %
0.3 %
3 %
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
1000°C
1200°C
1400°C
1600°C
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
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
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Colorcrete
Silvicrete
Snowcem
All the above
100 m
200 m
300 m
400 m
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 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
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension