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
D. Provided more on front face than on inner face
30 %
40 %
50 %
60 %
Placing
Wetting
Curing
Compacting
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
Decreases workability
Increases strength
Increases heat of hydration
None of these
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
Colorcrete
Silvicrete
Snowcem
All the above
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
M 100
M 200
M 300
M 500
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
Rounded aggregate
Irregular aggregate
Angular aggregate
Flaky aggregate
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
100 kg
110 kg
120 kg
130 kg
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
Less
More
Equal
None of the above
Sand stone
Slate
Lime stone
Graphite
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
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
50 mm
75 mm
100 mm
120 mm
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Grading of aggregates
Surface area of aggregates
Shape of aggregates
All the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
1100° and 1200°C
1200° and 1300°C
1300° and 1400°C
1400° and 1500°C
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Workability
Strength
The effects of temperature variations
The unit weight
An increase in water content must be accompanied by an increase in cement content
Angular and rough aggregates reduce the workability of the concrete
The slump of the concrete mix decreases due to an increase in temperature
All the above
Construction joints in columns are provided a few cm below the junction of beam
Construction joints in columns are provided at the bottom hunching
Construction joints in beams and slabs are provided within middle third
All the above
(i) and (ii)
(ii) and (iii)
Only (iii)
All (i), (ii) and (iii)
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm