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
C. Initial setting time is not less than 30 minutes
50 mm
75 mm
100 mm
120 mm
5 % less
10 % less
5 % more
10 % more
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
High percentage of C3S and low percentage of C2S cause rapid hardening
High percentage of C3S and low percentage of C2S make the cement less resistive to chemical attack
Low percentage of C3S and high percentage of C2S contribute to slow hardening
All the above
Volume stability
Strength
Water resistance
All the above
Has a definite yield point
Does not show definite yield point but yield point is defined by 0.1% proof stress
Does not show definite yield point but yield point is defined by 0.2% proof stress
Does not show definite yield point but yield point is defined by 2% proof stress,
20 times
25 times
30 times
50 times
6 mm
8 mm
12 mm
16 mm
15 mm
25 mm
30 mm
40 mm
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
24 to 48 hours
3 days
7 days
14 days
Segregation is necessary for a workable concrete
Consistency does not affect the workability of concrete
If the concrete mix is dry, the slump is maximum
None of these
Water cement ratio is reduced
Proportion of aggregates is reduced
An allowance for the entrained air is made
All the above
Time of transit
Water-cement ratio
The air in the mix
Size of aggregate
Crushing strength
Impact value
Abrasion resistance
Water absorption
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
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
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
2 %
4 %
6 %
10 %
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
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
Roads
Retaining walls
Lining of canals
All the above
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
Decreases workability
Increases strength
Increases heat of hydration
None of these
10 cm
15 cm
20 cm
25 cm
Alumina
Iron oxide
Silica
Alkalis
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion