Volume stability
Strength
Water resistance
All the above
D. All the above
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
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
Setting time
Tensile strength
Consistency
All the above
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
Dry
Earth moist
Semi-plastic
Plastic
15 mm
25 mm
30 mm
40 mm
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Screeding
Floating
Trowelling
Finishing
Smooth
Granular
Glassy
Honey combed and porous
10 cm
15 cm
20 cm
25 cm
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,
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Fineness test
Consistency test
Setting time test
Soundness test
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Floating
Screeding
Trowelling
Finishing
Consistency
Compressive strength
Tensile strength
Impact value
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Internal vibrator
Screed vibrator
Form vibrator
None of these
Economy
Durability
Workability
All the above
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
23°C
0°
- 5.6°C
- 11.7°C
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
3 days
7 days
21 days
28 days