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
D. All the above
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
Screeding
Floating
Trowelling
Finishing
2 %
4 %
6 %
8 %
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
Clay
Sand
Lime
Concrete
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
7.30
7.35
7.40
7.45
Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
1500 bags
2000 bags
2500 bags
3000 bags
100 m
200 m
300 m
400 m
5 %
10 %
15 %
20 %
Shear strength
Tensile strength
Compressive strength
None of these
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
More than or equal to one fourth of diameter of main bar
More than or equal to 5 mm
More than 5 mm but less than one-fourth of diameter of main bar
More than 5 mm and also more than one-fourth of diameter of main bar
2000 bags
2200 bags
2400 bags
2700 bags
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,
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free
10 %
20 %
30 %
40 %
0.75 - 0.80
0.80 - 0.85
0.85 - 0.92
Above 0.92
Floating
Screeding
Trowelling
Finishing
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
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
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source