To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
D. All the above
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Placing
Wetting
Curing
Compacting
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
0
10
20
30
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Shape
Grading
Compaction
All the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
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
Volume stability
Strength
Water resistance
All the above
0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
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
M 100
M 150
M 250
M 400
l/3
l/5
l/7
l/10
Nala beds
River beds
Sea beds
None of these
Fly ash
Hydrated lime
Calcium chloride
All the above
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
10 %
20 %
30 %
40 %
Soffit level
Window sill level
Floor level
All the above
Less than 12
Less than 18
Between 18 and 24
More than 24
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Fineness test
Consistency test
Test for setting time
Test for tensile strength
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2