600 mm
750 mm
900 mm
More than 1 m
B. 750 mm
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Porous
Non-homogeneous
Reduced strength
All the above
1500 bags
2000 bags
2500 bags
3000 bags
Chemically inert
Sufficiently strong
Hard and durable
All the above
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
10 mm
15 mm
25 mm
13 mm
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Consistency
Compressive strength
Tensile strength
Impact value
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Alumina
Iron oxide
Silica
Alkalis
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
M 100
M 150
M 200
M 250
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above
Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above