Depends upon the amount of water used in the mix
Does not depend upon the quality of cement mixed with aggregates
Does not depend upon the quantity of cement mixed with aggregates
All the above
D. All the above
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
40 mm
50 mm
60 mm
70 mm
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
2
4
6
8
2 %
4 %
6 %
8 %
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Chemically inert
Sufficiently strong
Hard and durable
All the above
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Expands
Mix
Shrinks
None of these
25 %
40 %
60 %
80 %
Grading
Curing
Mixing
Batching
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
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
10 m
15 m
15 m
45 m
2 %
4 %
6 %
10 %
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
100 mm
150 mm
200 mm
250 mm
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
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
A horizontal line
A vertical line
N.W. inclined line
N.E. inclined line
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
M 100
M 150
M 250
M 400
0.37 fy
0.57 fy
0.67 fy
0.87 fy
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above