4 mm
6 mm
8 mm
10 mm
D. 10 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
50 mm
75 mm
100 mm
120 mm
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
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
Nala beds
River beds
Sea beds
None of these
Fineness test
Consistency test
Setting time test
Soundness test
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Expands
Mix
Shrinks
None of these
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
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
24 to 48 hours
3 days
7 days
14 days
Rounded spherical
Irregular
Flaky
None of these
Compressive stress
Shear stress
Bond stress
Tensile stress
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
1.5
2.0
2.5
3.0
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Roads
Retaining walls
Lining of canals
All the above
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Smooth
Granular
Glassy
Honey combed and porous
4.75 mm
30 mm
60 mm
75 mm
Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
Reinforcing bars in a column should not be less than 12 mm in diameter
The number of longitudinal bars provided in a circular column should not be less than four
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)