20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
C. 40 mm to 50 mm
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Dams
Massive foundations
R.C.C. structures
All the above
0.33
0.5
0.75
1.0
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Fineness test
Consistency test
Setting time test
Soundness test
10 kg
20 kg
30 kg
50 kg
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
25 %
40 %
60 %
80 %
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
20 m
30 m
45 m
60 m
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Air-entraining agent
Foaming agent
Oily-agent
All the above
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
1000°C
1200°C
1400°C
1600°C
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Colorcrete
Silvicrete
Snowcem
All the above
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Lime stone
Chalk
Laterite
None of these
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Fly ash
Hydrated lime
Calcium chloride
All the above
Workability
Strength
The effects of temperature variations
The unit weight
100 m
200 m
300 m
400 m
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
10 cm
15 cm
20 cm
25 cm
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength