Smooth
Granular
Glassy
Honey combed and porous
C. Glassy
Internal vibrator
Screed vibrator
Form vibrator
None of these
Bending moment is small
Shear force is small
The member is supported by other member
All the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
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
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Alumina
Iron oxide
Silica
Alkalis
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Cement
Aggregates
Water
All the above
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
7.30
7.35
7.40
7.45
Sand stone
Slate
Lime stone
Graphite
Less
More
Equal
None of the above
0.15
0.12
0.30
1.00
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
4.5
5.5
6.5
7.5
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
0.37 fy
0.57 fy
0.67 fy
0.87 fy
0.33
0.5
0.75
1.0
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
Zero
Tensile
Compressive
Tensile or compressive
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
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
Volume stability
Strength
Water resistance
All the above