1 : 3 : 6 mix
1 : 1 :2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
B. 1 : 1 :2 mix
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
10 %
12 %
15 %
25 %
30 minutes
40 minutes
60 minutes
90 minutes
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
The degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Water cement paste hardens due to hydration
During hardening cement binds the aggregates together
Cement provides strength, durability and water tightness to the concrete
All the above
4.5
5.5
6.5
7.5
Fly ash
Hydrated lime
Calcium chloride
All the above
Bleeding
Creeping
Segregation
Shrinkage
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
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
Colorcrete
Silvicrete
Snowcem
All the above
Increases
Decreases
Fluctuates
Remains constant
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
4 mm
6 mm
8 mm
10 mm
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
0.15
0.12
0.30
1.00
Wholly parabolic
Wholly rectangular
Parabolic above neutral axis and rectangular below neutral axis
Rectangular above neutral axis and parabolic below neutral axis
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
Dry
Earth moist
Semi-plastic
Plastic
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Cement
Aggregates
Water
All the above
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
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
M 15
M 20
M 10
M 25