Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
D. All the above
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Shear strength
Tensile strength
Compressive strength
None of these
Workability admixtures
Accelerators
Retarders
Air entraining agents
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
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
10 mm
15 mm
25 mm
13 mm
Extremely low
Very low
Low
High
30 %
40 %
50 %
60 %
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
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
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
4.5
5.5
6.5
7.5
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
0.03 %
0.1 %
0.3 %
3 %
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
Thin particles
Flat particles
Elongated particles
All the above
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
Pans
Wheel borrows
Containers
Pumps
Very fine sand
Fine sand
Medium sand
Coarse sand
Increases
Decreases
Fluctuates
Remains constant
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Compressive stress
Shear stress
Bond stress
Tensile stress