Proportions of the material and water should be the same as to be used at the work site
Cement should be mixed by hand in order to maintain uniformity
Concrete mix should be stored in air-tight containers
Concrete ingredients should be kept at a temperature of 37° ± 2°C
D. Concrete ingredients should be kept at a temperature of 37° ± 2°C
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
Directly proportional to compressive strength
Inversely proportional to compressive strength
Directly proportional to square root of compressive strength
Inversely proportional to square root of compressive strength
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
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Gypsum
Calcium chloride
Sodium silicate
All of the above
3
4
5
7
Magnesium oxide
Iron oxide
Silica
Lime
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Are provided where plane changes abruptly
Are provided to ensure minimum resistance
Do not carry reinforcement across them
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
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
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
0.367 xu
0.416 xu
0.446 xu
0.573 xu
Expands
Mix
Shrinks
None of these
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
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,
Workability
Strength
The effects of temperature variations
The unit weight
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted