50 mm
100 mm
150 mm
200 mm
B. 100 mm
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
100 m
200 m
300 m
400 m
Dry
Earth moist
Semi-plastic
Plastic
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,
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
100 mm
150 mm
200 mm
250 mm
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Front face only
Inner face only
Both front face and inner face
None of the above
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Tonnes/cubic metre
kg/cubic metre
kg/litre
g/cm3
7.30
7.35
7.40
7.45
10 cm
15 cm
20 cm
25 cm
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
0
10
20
30
6 mm
8 mm
12 mm
16 mm
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
600 mm
750 mm
900 mm
More than 1 m
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
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
22.5 mm
18.5 mm
16.5 mm
13.5 mm
Upper part of the beam
Lower part of the beam
Center
Anywhere
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Granite
Magnetite
Barite
Volcanic scoria
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Screeding
Floating
Trowelling
Finishing
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement