2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
A. 2.0 to 3.5
Magnesium oxide
Iron oxide
Alumina
Lime
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
5 % less
10 % less
5 % more
10 % more
10 %
12 %
15 %
25 %
2
4
6
8
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
Dams
Massive foundations
R.C.C. structures
All the above
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Is always less than 1
Is always greater than 1
Can be more than 1
Can be less than 1
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
20 m
30 m
45 m
60 m
Air-entraining agent
Foaming agent
Oily-agent
All the above
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Chemically inert
Sufficiently strong
Hard and durable
All the above
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
Fineness test
Consistency test
Setting time test
Soundness test
Front face only
Inner face only
Both front face and inner face
None of the above
Calcium chloride acts as a retarder
Calcium chloride acts as an accelerator
Gypsum (calcium sulphate) acts as a retarder
Both (b) and (c)
Shape
Grading
Compaction
All the above
To mix cement and fine aggregate by dry hand
To mix coarse aggregates
To mix water to the cement, fine aggregates and coarse aggregates
All the above
Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
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
50 mm
75 mm
100 mm
120 mm
Upper part of the beam
Lower part of the beam
Center
Anywhere
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Grading
Curing
Mixing
Batching
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
Both ends hinged
Both ends fixed
One end fixed and other end hinged
One end fixed and other end free