10 %
12 %
15 %
25 %
D. 25 %
(i) and (ii)
(i)and(iv)
(ii) and (iii)
(iii) and (iv)
Shear strength
Tensile strength
Compressive strength
None of these
Continuous grading is not necessary for obtaining a minimum of air voids
The omission of a certain size of aggregate is shown by a straight horizontal line on the grading curve
The omission of a certain size of aggregate in concrete increases the workability but also increases the liability to segregation
All the above
1.5 and 2.2
2.2 and 1.5
1.5 and 1.5
2.2 and 2.2
0.003
0.0003
0.00003
0.03
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
23°C
0°
- 5.6°C
- 11.7°C
Not needed
Provided equally on inner and front faces
Provided more on inner face than on front face
Provided more on front face than on inner face
Economy
Durability
Workability
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
1 %
2 %
3 %
5 %
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
3.0 m and 1.5 m
1.5 m and 3.0 m
3.0 m and 3.0 m
1.5 m and 1.5 m
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Porous
Non-homogeneous
Reduced strength
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Deflect downward
Deflect upward
Deflect downward or upward
None of the above
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
Increase in water-cement ratio
Increase in fineness of cement
Decrease in curing time
Decrease in size of aggregate
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
Single size coarse aggregate is roughly 0.45
Graded coarse aggregate is roughly 0.040
Fine aggregate is roughly 0.45
All the above
5 days
7 days
10 days
14 days
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
The quality of water governs the strength of concrete
10% excess of water reduces the strength of concrete by 15%
30% excess of water reduces the strength of concrete by 50%
All the above
To decrease it
To increase it
Either to decrease or to increase it
To keep it unchanged
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)