7 days
14 days
21 days
28 days
D. 28 days
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
Fly ash
Hydrated lime
Calcium chloride
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
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
10 %
20 %
30 %
40 %
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Shear strength
Tensile strength
Compressive strength
None of these
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
Upper part of the beam
Lower part of the beam
Center
Anywhere
Expands
Mix
Shrinks
None of these
M 100
M 150
M 200
M 250
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
Clay
Sand
Lime
Concrete
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
Segregation
Bleeding
Bulking
Creep
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Workability admixtures
Accelerators
Retarders
Air entraining agents
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Bending moment is small
Shear force is small
The member is supported by other member
All the above
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above