Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
D. All the above
100 cm
125 cm
150 cm
200 cm
A highly absorptive aggregate reduces the workability of concrete considerably
The specific gravity of aggregate is important for the determination of the moisture content
The absorption and porosity of an aggregate influence the property of the concrete
All the above
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Segregation
Compaction
Shrinkage
Bulking
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
10 %
12.5 %
15 %
18.5 %
5 %
10 %
15 %
20 %
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
1000°C
1200°C
1400°C
1600°C
Workability
Strength
The effects of temperature variations
The unit weight
Segregation
Internal friction
Hardness
Bleeding
Hydrates rapidly
Generates less heat of hydration
Hardens rapidly
Provides less ultimate strength to cement
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
3.5 m
4 m
4.5 m
5 m
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
30 minutes
40 minutes
60 minutes
90 minutes
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
10 m
15 m
15 m
45 m
10 mm
15 mm
25 mm
13 mm
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
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
0.15
0.12
0.30
1.00
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size