Less
More
Equal
None of the above
B. More
Shales
Fly ash
Pumicite
All the above
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
Shear strength
Tensile strength
Compressive strength
None of these
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Segregation
Bleeding
Bulking
Creep
18
30
40
58
Roads
Retaining walls
Lining of canals
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
100 mm
150 mm
200 mm
250 mm
10 kg
20 kg
30 kg
50 kg
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
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
Less than 12
Less than 18
Between 18 and 24
More than 24
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
1.5
2.0
2.5
3.0
50 mm
100 mm
150 mm
200 mm
Extremely low
Very low
Low
High
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Aggregates
Cement
Water
All the above
100 m
200 m
300 m
400 m
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
20 mm particles
10 mm particles
4.75 mm particles
All the above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above