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
D. All the above
5 %
10 %
15 %
20 %
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
22.5 mm
18.5 mm
16.5 mm
13.5 mm
Dams
Massive foundations
R.C.C. structures
All the above
Screeding
Floating
Trowelling
Finishing
3 days
7 days
21 days
28 days
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
5 %
10 %
15 %
20 %
2
4
6
8
1 %
2 %
3 %
5 %
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
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
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
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
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Siliceous aggregates, has higher co-efficient of expansion
Igneous aggregates, has intermediate coefficient of expansion
Lime stones, has lowest co-efficient of expansion
All the above
Porous
Non-homogeneous
Reduced strength
All the above
25 %
40 %
60 %
80 %
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
L-shaped wall
T-shaped wall
Counterfort type
All of the above
4 mm
6 mm
8 mm
10 mm
Reduces the strength
Increases the strength
Does not change the strength
All of 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
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
Internal vibrator
Screed vibrator
Form vibrator
None of these
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above