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
D. All the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
Less
More
Equal
None of the above
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
0.43 d
0.55 d
0.68 d
0.85 d
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
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)
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
7.30
7.35
7.40
7.45
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
22.5 mm
18.5 mm
16.5 mm
13.5 mm
0
10
20
30
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
1 %
2 %
3 %
5 %
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
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
20 m
30 m
45 m
60 m
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above