The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
C. The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
7 days
14 days
21 days
28 days
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
30 %
40 %
50 %
60 %
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile 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
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
Depends upon the amount of water used in the mix
Does not depend upon the quality of cement mixed with aggregates
Does not depend upon the quantity of cement mixed with aggregates
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
Magnesium oxide
Iron oxide
Silica
Lime
Increases
Decreases
Fluctuates
Remains constant
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
1/4
1/5
1/6
1/8
18
30
40
58
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
Consistency
Compressive strength
Tensile strength
Impact value
Workability admixtures
Accelerators
Retarders
Air entraining agents
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Water
Cement
Aggregate
None of these
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
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above