1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
C. 3/5th of mean dimension
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
Magnesium oxide
Iron oxide
Silica
Lime
Compressive stress
Shear stress
Bond stress
Tensile stress
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
5 %
10 %
15 %
20 %
Air-entraining agent
Foaming agent
Oily-agent
All the above
Less than 12
Less than 18
Between 18 and 24
More than 24
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Segregation
Compaction
Shrinkage
Bulking
10 m
15 m
15 m
45 m
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
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
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
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
Colorcrete
Silvicrete
Snowcem
All the above
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
600 mm
750 mm
900 mm
More than 1 m
M 100
M 200
M 300
M 500
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
M 100
M 150
M 200
M 250
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
15,900 litres
16,900 litres
17,900 litres
18,900 litres