Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
A. Affects only the early development of strength
0.207 l
0.25 l
0.293 l
0.333 l
Air-entraining agent
Foaming agent
Oily-agent
All the above
4.5
5.5
6.5
7.5
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
22.5 mm
18.5 mm
16.5 mm
13.5 mm
Dams
Massive foundations
R.C.C. structures
All the above
Is proportional to water content is the mix
Is proportional to cement concrete
Increases with age of concrete
All the above
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
Thorough mixing of concrete is required
Proper compaction of concrete is required
Proper curing of concrete is required
All the above
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Workability admixtures
Accelerators
Retarders
Air entraining agents
0.15
0.12
0.30
1.00
20 mm particles
10 mm particles
4.75 mm particles
All the above
Top face perpendicular to wall
Bottom face perpendicular to wall
Both top and bottom faces perpendicular to wall
None of the above
fcr - fcs = fcl
fcr > fcs > fcl
fcr < fcs < fcl
fcs > fcr > fcl
Space between the exterior walls of a warehouse and bag piles should be 30 cm
Cement bags should preferably be piled on wooden planks
Width and height of the pile should not exceed 3 m and 2.70 m respectively
None of these
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
1 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²
There will be no settlement of columns
There will be no differential settlement
The settlement of exterior columns will be more than interior columns
The settlement of interior columns will be more than exterior columns
Less liable to segregation
More liable to segregation
More liable to bleeding
More liable for surface scaling in frosty weather
Compressive stress
Shear stress
Bond stress
Tensile stress
Clay
Sand
Lime
Concrete
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
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
The least lateral dimension of the member
Sixteen times the smallest diameter of longitudinal reinforcement bar to be tied
Forty-eight times the diameter of transverse reinforcement
Lesser of the above three values
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source