Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
D. Below 200 kg/cm2
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
2.75 mm
3.00 mm
3.75 mm
4.75 mm
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
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
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Remains constant
Increases with richer mixes
Decreases with richer mixes
None of the above
7 kg
14 kg
21 kg
35 kg
Magnesium oxide
Iron oxide
Alumina
Lime
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
10 %
12 %
15 %
25 %
2 %
4 %
6 %
10 %
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
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
3 days
7 days
21 days
28 days
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
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
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
Crushing strength
Impact value
Abrasion resistance
Water absorption
Granite
Magnetite
Barite
Volcanic scoria
100 kg
110 kg
120 kg
130 kg
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
10 cm
15 cm
20 cm
25 cm
0.35 d
0.40 d
0.45 d
Dependent on grade of concrete also
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
Water
Cement
Aggregate
None of these
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero