0.15
0.12
0.30
1.00
B. 0.12
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)
0.43 d
0.55 d
0.68 d
0.85 d
Rounded
Elongated
Angular
All of the above
Course
Medium
Medium to fine
Fine
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
7 days
14 days
21 days
28 days
Fineness test
Consistency test
Setting time test
Soundness test
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
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
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
Zero
Tensile
Compressive
Tensile or compressive
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
28 liters
30 liters
32 liters
34 liters
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
100 m
200 m
300 m
400 m
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Less than 12
Less than 18
Between 18 and 24
More than 24
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
20 times
25 times
30 times
50 times
1000°C
1200°C
1400°C
1600°C
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100