The bottom and top ends of slump mould are parallel to each other
The axis of the mould is perpendicular to the end faces
The internal surface of the mould is kept clean and free from set cement
The mould is in the form of a frustum of hexagonal pyramid
D. The mould is in the form of a frustum of hexagonal pyramid
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
0.33
0.5
0.75
1.0
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
10 cm
15 cm
20 cm
25 cm
5 days
7 days
10 days
14 days
Front face only
Inner face only
Both front face and inner face
None of the above
5 %
10 %
15 %
20 %
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
6 mm
8 mm
12 mm
16 mm
7 kg
14 kg
21 kg
35 kg
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Segregation
Compaction
Shrinkage
Bulking
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
To eliminate air holes
To achieve maximum density
To provide intimate contact between the concrete and embedded materials
All the above
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
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house
Floating
Screeding
Trowelling
Finishing
2
4
6
8
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above