Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
B. Gypsum and lime
M 15
M 20
M 10
M 25
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
30 %
40 %
50 %
60 %
1500 bags
2000 bags
2500 bags
3000 bags
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
Aggregates
Cement
Water
All the above
Workability of concrete
Strength of concrete
Durability of concrete
All the above
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
30 minutes
40 minutes
60 minutes
90 minutes
20 %
25 %
30 %
35 %
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Dry
Earth moist
Semi-plastic
Plastic
100 m
200 m
300 m
400 m
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
M 100
M 200
M 300
M 500
30 %
40 %
50 %
60 %
Cement
Aggregates
Water
All the above
Internal vibrator
Screed vibrator
Form vibrator
None of these
Chemically inert
Sufficiently strong
Hard and durable
All the above
M 100
M 150
M 200
M 250
Bending moment is small
Shear force is small
The member is supported by other member
All the above
10 %
12 %
15 %
25 %
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
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)
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house