Magnesium oxide
Iron oxide
Alumina
Lime
A. Magnesium oxide
20 mm to 30 mm
30 mm to 40 mm
40 mm to 50 mm
50 mm to 60 mm
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
The loss of pre-stress is more in pre-tensioning system than in posttensioning system.
Pre-tensioning system has greater certainty about its durability.
For heavy loads and large spans in buildings or bridges, posttensioning system is cheaper than pre-tensioning system
None of the above
Compressive everywhere
Tensile everywhere
Partly compressive and partly tensile
Zero
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
20.5 mm
30.5 mm
40.5 mm
50.5 mm
Colorcrete
Silvicrete
Snowcem
All the above
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Roads
Retaining walls
Lining of canals
All the above
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
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
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Chemically inert
Sufficiently strong
Hard and durable
All the above
Compressive stress
Shear stress
Bond stress
Tensile stress
25 %
40 %
60 %
80 %
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Nala beds
River beds
Sea beds
None of these
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
10 %
20 %
30 %
40 %
Segregation
Compaction
Shrinkage
Bulking
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Aggregates should be hard and durable
Water should be free from organic materials
Cement should be sufficient to produce the required strength
All the above
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)