1.5
2.0
2.5
3.0
C. 2.5
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Clay
Sand
Lime
Concrete
100 mm
150 mm
200 mm
250 mm
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
Weakness of concrete
Excessive laitance
Segregation
All the above
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
M 100
M 150
M 250
M 400
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Segregation
Bleeding
Bulking
Creep
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
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
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
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
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
7 days
14 days
21 days
28 days
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
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,
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Only in post-tensioned beams
Only in pre-tensioned beams
In both post-tensioned and pre-tensioned beams
None of the above