3.5 m
4 m
4.5 m
5 m
A. 3.5 m
7.30
7.35
7.40
7.45
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
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
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
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
Dams
Massive foundations
R.C.C. structures
All the above
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Volume stability
Strength
Water resistance
All the above
5 %
10 %
15 %
20 %
0.15% to 2%
0.8% to 4%
0.8% to 6%
0.8% to 8%
10 %
12 %
15 %
25 %
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
18
30
40
58
A rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water
The strength of concrete decreases as the water cement ratio increases
Good compaction by mechanical vibrations, increases the strength of concrete
None of these
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
10 cm
15 cm
20 cm
25 cm
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
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Clay
Sand
Lime
Concrete