Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
A. Portland-pozzolana cement
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
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
0.207 l
0.293 l
0.707 l
0.793 l From the driving end of pile which rests on the ground
The loss of pre-stress is more in pre-tensioning system than in posttensioning system.
Pre-tensioning system has greater certainty about its durability.
For heavy loads and large spans in buildings or bridges, posttensioning system is cheaper than pre-tensioning system
None of the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
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
Less than 12
Less than 18
Between 18 and 24
More than 24
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
1000°C
1200°C
1400°C
1600°C
7 kg
14 kg
21 kg
35 kg
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
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
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
Course
Medium
Medium to fine
Fine
Workability
Strength
The effects of temperature variations
The unit weight
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
Smooth
Granular
Glassy
Honey combed and porous
3 days
7 days
21 days
28 days
M 15
M 20
M 10
M 25
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
Forces of tension and compression change but lever arm remains unchanged
Forces of tension and compressions remain unchanged but lever arm changes with the moment
Both forces of tension and compression as well as lever arm change
Both forces of tension and compression as well as lever arm remain unchanged
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
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
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