Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
D. All the above
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
1 : 3 : 6
1 : 1 ½ : 3
1 : 2 : 4
1 : 1 : 2
30 minutes
40 minutes
60 minutes
90 minutes
5 %
10 %
15 %
20 %
30 %
40 %
50 %
60 %
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Increases with increase in diameter of bar
Decreases with increase in diameter of bar
Does not depend on diameter of bar
None of the above
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
100 mm
150 mm
200 mm
250 mm
Rounded spherical
Irregular
Flaky
None of these
Water proof masonry walls
Water proof roof
Few windows which remain generally closed
All the above
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
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 degree of grinding of cement, is called fineness
The process of changing cement paste into hard mass, is known as setting of cement
The phenomenon by virtue of which cement does not allow transmission of sound, is known as soundness of cement
The heat generated during chemical reaction of cement with water, is known as heat of hydration
1 %
2 %
3 %
5 %
1000°C
1200°C
1400°C
1600°C
10 %
12 %
15 %
25 %
0.003
0.0003
0.00003
0.03
Expands
Mix
Shrinks
None of these
M 15
M 20
M 10
M 25
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
0.43 d
0.55 d
0.68 d
0.85 d
Zero
Tensile
Compressive
Tensile or compressive
Increases
Decreases
Fluctuates
Remains constant
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
Dead load only
Dead load + live load
Dead load + fraction of live load
Live load + fraction of dead load
Bleeding
Creeping
Segregation
Flooding
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system