Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
C. kg/litre
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
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
100 mm
150 mm
200 mm
250 mm
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Decreases workability
Increases strength
Increases heat of hydration
None of these
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
1500 bags
2000 bags
2500 bags
3000 bags
0.15
0.12
0.30
1.00
0.33
0.5
0.75
1.0
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
Workability admixtures
Accelerators
Retarders
Air entraining agents
1000°C
1200°C
1400°C
1600°C
Dams
Massive foundations
R.C.C. structures
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
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
6 mm
8 mm
12 mm
16 mm
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
Cement
Aggregates
Water
All the above
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
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
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Very low
Low
Medium
High
10 cm
15 cm
20 cm
25 cm
l/3
l/5
l/7
l/10
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
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