5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
D. All the above
Lime stone
Chalk
Laterite
None of these
22.5 mm
18.5 mm
16.5 mm
13.5 mm
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
2
4
6
8
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
4.5
5.5
6.5
7.5
30 %
40 %
50 %
60 %
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
0.207 l
0.25 l
0.293 l
0.333 l
Magnesium oxide
Iron oxide
Silica
Lime
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
Less than 12
Less than 18
Between 18 and 24
More than 24
0.15
0.12
0.30
1.00
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
15,900 litres
16,900 litres
17,900 litres
18,900 litres
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Front face only
Inner face only
Both front face and inner face
None of the above
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
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
5 %
10 %
15 %
20 %
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Zone I
Zone II
Zone III
Zone IV
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number