1/4
1/5
1/6
1/8
D. 1/8
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
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
Segregation
Bleeding
Bulking
Creep
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Front face only
Inner face only
Both front face and inner face
None of the above
1.5
2.0
2.5
3.0
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
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)
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
Very fine sand
Fine sand
Medium sand
Coarse sand
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
Full capacity of the ware house
Pressure exertion of the bags of upper layers
Pressure compaction of the bags on lower layers
Packing the ware house
4.5
5.5
6.5
7.5
Dry
Earth moist
Semi-plastic
Plastic
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Rapid rate during the first few days and afterwards it continues to increase at a decreased rate
Slow rate during the first few days and afterwards it continues to increase at a rapid rate
Uniform rate throughout its age
None of these
Very low
Low
Medium
High
Has strength less than 10% to 15%
Has more resistance to weathering
Is more plastic and workable
Is free from segregation and bleeding
5 kg/cm2
8 kg/cm2
10 kg/cm2
15 kg/cm2
2.0 to 3.5
3.5 to 5.0
5.0 to 7.0
6.0 to 8.5
Segregation
Internal friction
Hardness
Bleeding
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Concrete for which preliminary tests are conducted, is called controlled concrete
Bulking of sand depends upon the fineness of grains
Concrete mix 1 : 6 : 12, is used for mass concrete in piers
All the above
0
10
20
30
5 %
10 %
15 %
20 %
Alumina
Iron oxide
Silica
Alkalis
18
30
40
58