Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
C. Increased lime cement
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Fly ash
Hydrated lime
Calcium chloride
All the above
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
2000 bags
2200 bags
2400 bags
2700 bags
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Less than 1
Between 1 and 1.5
Between 1.5 and 2
Greater than 2
Clay
Sand
Gravel
None of these
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
10 kg
20 kg
30 kg
50 kg
Segregation
Compaction
Shrinkage
Bulking
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
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
10 cm
15 cm
20 cm
25 cm
15 mm
20 mm
25 mm
50 mm
Workability admixtures
Accelerators
Retarders
Air entraining agents
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Very fine sand
Fine sand
Medium sand
Coarse sand
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
20 times
25 times
30 times
50 times
3
4
5
7
Floating
Screeding
Trowelling
Finishing
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate