2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
C. 3/5 mean dimension
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of 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
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
5 %
10 %
15 %
20 %
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
Screeding
Floating
Trowelling
Finishing
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
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
600 mm
750 mm
900 mm
More than 1 m
M 15
M 20
M 10
M 25
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
7 days
14 days
21 days
28 days
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
10 %
12 %
15 %
25 %
22.5 mm
18.5 mm
16.5 mm
13.5 mm