Shear strength
Tensile strength
Compressive strength
None of these
A. Shear strength
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Crushing strength
Impact value
Abrasion resistance
Water absorption
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
Clay
Sand
Lime
Concrete
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
10 cm
15 cm
20 cm
25 cm
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
30 minutes
40 minutes
60 minutes
90 minutes
4 mm
6 mm
8 mm
10 mm
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
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
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Consistency
Compressive strength
Tensile strength
Impact value
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
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
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
0
10
20
30