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
A. Greatest surface area for the given cement and aggregates
5 %
10 %
15 %
20 %
Segregation
Bleeding
Bulking
Creep
Extremely low
Very low
Low
High
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
18
30
40
58
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Air-entraining agent
Foaming agent
Oily-agent
All the above
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Alumina
Iron oxide
Silica
Alkalis
1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
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
1.5
2.0
2.5
3.0
4 mm
6 mm
8 mm
10 mm
M 100
M 150
M 200
M 250
5 %
10 %
15 %
20 %
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
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
Nala beds
River beds
Sea beds
None of these
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
2000 bags
2200 bags
2400 bags
2700 bags
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
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
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