Low-heat Portland cement
Rapid hardening Portland cement
Portland blast slag cement
Portland pozzolana cement
A. Low-heat Portland cement
Granite
Magnetite
Barite
Volcanic scoria
20 m
30 m
45 m
60 m
5% by weight of aggregates plus 20% of weight of cement
10% by weight of aggregates plus 10% of weight of cement
5% by weight of aggregates plus 30% of weight of cement
30% by weight of aggregates plus 10% of weight of cement
23°C
0°
- 5.6°C
- 11.7°C
Decreases the workability
Increases the quantity of water and sand
More than 15% are not desirable
All the above
When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
By rubbing cement in between fingers, one should feed rough
All the above
20 times
25 times
30 times
50 times
Screeding
Floating
Trowelling
Finishing
Decrease in early strength
Reduction in chemical action with sulphates
Increase in shrinkage
All the above
Very low
Low
Medium
High
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Upper part of the beam
Lower part of the beam
Center
Anywhere
Fineness test
Consistency test
Test for setting time
Test for tensile strength
100 kg/cm2
150 kg/cm2
200 kg/cm2
300 kg/cm2
M 100
M 200
M 300
M 500
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
0.207 l
0.25 l
0.293 l
0.333 l
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
15 mm
20 mm
25 mm
50 mm
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
Volume stability
Strength
Water resistance
All the above
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
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
Density
Strength
Durability
All the above
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
Setting time
Tensile strength
Consistency
All the above
To reduce the tensile stresses likely to be developed due to evaporation of water
To minimise the change in the dimensions of the slab
To minimise the necessary cracking
All the above
Clay
Sand
Lime
Concrete