1500 bags
2000 bags
2500 bags
3000 bags
D. 3000 bags
Fineness test
Consistency test
Setting time test
Soundness test
(i) and (ii),
(ii) and (iii)
(i) and (iv)
(iii) and (iv)
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Dry
Earth moist
Semi-plastic
Plastic
Granite
Magnetite
Barite
Volcanic scoria
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
M 100
M 150
M 200
M 250
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Sand stones may be divided into calcareous, siliceous and ferruginous sand stones
Concrete using sand stones, cracks due to excessive shrinkage
Broken bricks produce a concrete having good fire resisting qualities
All the above
10 kg
12 kg
14 kg
16 kg
l/3
l/5
l/7
l/10
Magnesium oxide
Iron oxide
Alumina
Lime
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Clay
Sand
Lime
Concrete
Setting time
Tensile strength
Consistency
All the above
30 %
40 %
50 %
60 %
Desired strength and workability
Desired durability
Water tightness of the structure
All the above
Bleeding
Creeping
Segregation
Shrinkage
Magnesium oxide
Iron oxide
Silica
Lime
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
100 cm
125 cm
150 cm
200 cm
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
Workability of concrete
Strength of concrete
Durability of concrete
All the above
Depends upon the amount of water used in the mix
Does not depend upon the quality of cement mixed with aggregates
Does not depend upon the quantity of cement mixed with aggregates
All the above