± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
C. ± 15 % of average
Dams
Massive foundations
R.C.C. structures
All the above
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
600 mm
750 mm
900 mm
More than 1 m
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
100 kg
110 kg
120 kg
130 kg
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Density
Strength
Durability
All the above
7 kg
14 kg
21 kg
35 kg
30 minutes
40 minutes
60 minutes
90 minutes
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Compressive stress
Shear stress
Bond stress
Tensile stress
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
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
Very fine sand
Fine sand
Medium sand
Coarse sand
Magnesium oxide
Iron oxide
Silica
Lime
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Floating
Screeding
Trowelling
Finishing
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
3
4
5
7
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
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
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
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
0.03 %
0.1 %
0.3 %
3 %