1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
C. 1 : 1 ½ : 3
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
5 days
7 days
10 days
14 days
0.33
0.5
0.75
1.0
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
20.5 mm
30.5 mm
40.5 mm
50.5 mm
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
Colour
Strength
Controlling setting time
None of these
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
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
M 100
M 200
M 300
M 500
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
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
L-shaped wall
T-shaped wall
Counterfort type
All of the above
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
10 %
20 %
30 %
40 %
25 %
40 %
60 %
80 %
30 %
40 %
50 %
60 %
2000 bags
2200 bags
2400 bags
2700 bags
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
7 kg
14 kg
21 kg
35 kg
0.15
0.12
0.30
1.00
10 %
12.5 %
15 %
18.5 %