Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregates
A. Rounded aggregate
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
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
Tensile strength test
Slump test
Compaction factor test
Flexural strength test
20 %
25 %
30 %
35 %
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
Compressive stress
Shear stress
Bond stress
Tensile stress
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
100 kg
110 kg
120 kg
130 kg
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
3
4
5
7
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
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Segregation
Internal friction
Hardness
Bleeding
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Shape
Grading
Compaction
All the above
Colorcrete
Silvicrete
Snowcem
All the above
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
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
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
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
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
5 %
10 %
15 %
20 %
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above