Roads
Retaining walls
Lining of canals
All the above
D. All the above
Course
Medium
Medium to fine
Fine
At the middle of the wall
At the edge of the wall
Halfway between the middle and edge of the wall
At a distance equal to effective depth of footing from the edge of the wall
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
Extremely low
Very low
Low
High
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
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Water
Cement
Aggregate
None of these
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
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
Compressive stress
Shear stress
Bond stress
Tensile stress
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
30 %
40 %
50 %
60 %
2 %
4 %
6 %
8 %
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
3 days
7 days
21 days
28 days
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Segregation
Bleeding
Bulking
Creep
Very low
Low
Medium
High
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
4.5
5.5
6.5
7.5
The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
10 %
12 %
15 %
25 %
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
Chemically inert
Sufficiently strong
Hard and durable
All the above
Air-entraining agent
Foaming agent
Oily-agent
All the above