Bleeding
Shrinkage
Permeability
Heat of hydration
B. Shrinkage
Adding 5% to 6% of moisture content by weight, increases the volume of dry sand from 18% to 38%
The bulking of fine sand is more than that of coarse sand
If the percentage content of moisture exceeds 10%, increase in bulk of sand starts increasing
All the above
Knots
Rindgalls
Burls
None of these
Possess 10 to 17 times greater breakage resistance than that of glass of equivalent thickness
Are generally unaffected by most household detergents
Possess the light transmission rate of 93%
All the above
Cast iron
Wrought iron
Steel
All the above
1.5 to 2.0
2.0 to 2.5
2.5 to 3.0
3.0 to 3.5
Becomes rigid when moulded at suitable pressure and temperature
At 127°C to 177°C permanently set and further application of heat does not soften it
Chars at 343°C
All the above
25, 75
30, 70
35, 65
All of these
Brick laid with its length parallel to the face or direction of wall
Brick laid with its breadth parallel to the face or direction of wall
Brick having the same length and depth as the other bricks but half the breadth
Brick with half the width at one end and full width at the other
Less amount of gypsum in very fine powdered form
More amount of gypsum in very fine powdered form
Aluminium sulphate in very fine powdered form
Pozzolana in very fine powdered form
Salt glazing is used
Lead glazing is used
Opaque glazing is used
None of these
10 %
20 %
30 %
40 %
30 minutes
1 hour
6 hours
10 hours
Oil paint
Distemper
Spirit varnish
None to these
Water varnish
Spirit varnish
Turpentine varnish
Oil varnish
Bessemer pig
Grey pig
White forge pig
Mottled pig
Wall foundations
Flooring at ground level
Both (A) and (B)
Neither (A) nor (B)
Powdered silica
Gypsum
Talc
Zinc white
Acid resisting material
Non-corrosive material
Corrosive material
Heating-resisting material
Lime is available in Free State
Lime is available by dissolving calcium carbonate in water
Lime is available by calcining calcium carbonate at 900°C
Lime is nothing but calcium chloride
For thin structures subjected to wetting and drying, the water cement ratio should be 0.45
For mass concrete structures subjected to wetting and drying, the water ratio should be 0.55
For thin structures which remain continuously under water, the watercement ratio by weight should be 0.55
All the above
Less than 0.25
Between 0.25 and 0.7
Between 0.7 and 1.5
Greater than 1.5
1 : 2
1 : 3
1 : 4
1 : 6
Olive oil
Linseed oil
Kerosene oil
Acetate of lead
Cracking and warping of bricks
Loss of cohesion
Enhancing the impermeability of bricks
None of the above
Impermeable
Brittle and weak
To lose cohesion
To crack and warp on drying
Soft
Hard
Light
Heavy
Ballast in railways
Aggregates for concrete
Road metal
All the above
25 mm to 50 mm
50 mm to 100 mm
100 mm to 125 mm
125 mm to 150 mm
Enamel paints
Aluminium paints
Asbestos paints
Cement paints
Cellulose resin
Alkyd resin
Methyl methacrylate
Cumarone-indene