Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
30 %
40 %
50 %
60 %
Smooth
Granular
Glassy
Honey combed and porous
Bleeding
Creeping
Segregation
Shrinkage
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
10 m
15 m
15 m
45 m
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
7 days
14 days
21 days
28 days
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Sand stone
Slate
Lime stone
Graphite
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
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
15,900 litres
16,900 litres
17,900 litres
18,900 litres
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
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
100 kg
110 kg
120 kg
130 kg
5 days
7 days
10 days
14 days
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Cement
Aggregates
Water
All the above
18
30
40
58
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these