1.5% to 5.5%
0.5% to 1.75%
0.1% to 0.25%
None to these
Tri-calcium silicate
Di-calcium silicate
Tri-calcium aluminate
Tetra calcium alumino ferrite
Radial shakes
Heart shakes
Wind cracks
Twisted fibres
Sound insulation
Water proofing
Fire proofing
None to these
Petroleum distillation
Bitumen distillation
Plastic distillation
None of these
Manganese
Chromium
Nickel
Vanadium
50 MPa
100 MPa
150 MPa
200 MPa
Lime (CaO) 45%
Silica (SiO2) 35%
Alumina (Al2O3) 12% and MgO, CaSO4, KMnO2 and FeO 8%
All the above
Less than one year
1 to 5 years
5 to 10 years
More than 10 years
Slate
Plank
Board
Strip
1.50% to 5.6%
0.05% to 1.75%
0.25 %
None to these
Wane
Torn grain
Diagonal grain
Chipmark
Mulberry
Mahogany
Sal
Deodar
Larger proportion of lime grounded finer than normal cement
Lesser proportion of lime grounded coarser than normal cement
Lesser proportion of lime grounded finer than normal cement
Excess percentage of gypsum
H₂S and CO₂
CaSO4 and H₂O
Lime and H₂O
CO₂ and calcium
Catalysts are added to assist and accelerate the hardening of resin
The fillers are inert materials and they impart strength and hardness
Fibrous fillers increase thermal resistance
All the above
15, 75, 10
75, 10, 15
10, 15, 75
10, 75, 15
The distinct plane of division along which a stone can easily be split, is called natural bed of stone
The natural bed of sedimentary rocks is along the planes of stratification
The natural bed of igneous rocks is not defined
All the above
Petroleum
Spirit
Coal tar
Turpentine
1 day
3 days
7 days
10 days
Shale
Lime stone
Sand stone
Granite
25, 75
30, 70
35, 65
All of these
5% to 15%
10% to 25%
15% to 25%
20% to 30%
Parallel
Perpendicular
Radial
None of these
Thinner
Vehicle
Base
Drier
Emulsion paints
Plastic paints
Bituminous paints
Cellulose paints
Keeping it exposed to air
Immersing the lime in water
Crushing the lime lumps
None of these
Silica bricks
Coke oven
Lining for glass furnaces
All of these
75 kg/cm2
90 kg/cm2
100 kg/cm2
120 kg/cm2
The theory of formation of concrete is based on the phenomena of formation of voids
The bulking of sand is taken into account while volumetric proportioning of the aggregates
The dry sand and the sand completely flooded with water, have practically the same volume
All the above