To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
B. To increase it
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
2.5 cm
5.0 cm
7.5 cm
10 cm
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
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
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
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)
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
l/3
l/5
l/7
l/10
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
10 %
12 %
15 %
25 %
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
Shape
Grading
Compaction
All the above
Decreases workability
Increases strength
Increases heat of hydration
None of these
0.03 %
0.1 %
0.3 %
3 %
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
10 kg
12 kg
14 kg
16 kg
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
2.75 mm
3.00 mm
3.75 mm
4.75 mm