2 %
4 %
6 %
8 %
C. 6 %
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Compressive and tensile
Tensile and compressive
Both compressive
Both tensile
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
100 mm
150 mm
200 mm
250 mm
0.43 d
0.55 d
0.68 d
0.85 d
30 %
40 %
50 %
60 %
Dams
Massive foundations
R.C.C. structures
All the above
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
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
3 days
7 days
21 days
28 days
20 mm particles
10 mm particles
4.75 mm particles
All the above
1.5
2.0
2.5
3.0
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Volume stability
Strength
Water resistance
All the above
M 100
M 200
M 300
M 500
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
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
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Workability admixtures
Accelerators
Retarders
Air entraining agents
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Grading
Curing
Mixing
Batching
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
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Sand obtained from pits, is washed to remove clay and silt
Sand obtained from flooded pits, need not be washed before use
The chloride in sea shore sand and shingle may cause corrosion of reinforcement if the concrete is porous
All the above