Expands
Mix
Shrinks
None of these
C. Shrinks
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
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 : 1 : 2
1 : 2 : 4
1 : 3 : 6
1 : 4 : 10
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
1 : 2 : 4
1 : 3 : 6
1 : 1 ½ : 3
1 : 1 : 2
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
Very fine sand
Fine sand
Medium sand
Coarse sand
Dry
Earth moist
Semi-plastic
Plastic
Dams
Massive foundations
R.C.C. structures
All the above
Colorcrete
Silvicrete
Snowcem
All the above
Higher initial setting time but lower final setting time
Lower initial setting time but higher final setting time
Higher initial and final setting times
Lower initial and final setting times
Honey-combed concrete
Porous layers in concrete
Surface scaling in concrete
All the above
The weight of ingredients of concrete mix, is taken in kilograms
Water and aggregates are measured in litres
20 bags of cement make one tonne
All the above
Colour
Strength
Controlling setting time
None of these
Floating
Screeding
Trowelling
Finishing
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
Workability admixtures
Accelerators
Retarders
Air entraining agents
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
The free water is the amount of water added while mixing and the amount of water held on the surface of the aggregates prior to mixing
The total water is the free water and the amount actually absorbed by the aggregates
Neither (a) nor (b)
Both (a) and (b)
Weakness of concrete
Excessive laitance
Segregation
All the above
1 : 3 : 6
1 : 2 : 4
1 : 1 ½ : 3
1 : 4 : 8
Shear strength
Tensile strength
Compressive strength
None of these
With passage of time, the strength of cement increases
With passage of time, the strength of cement decreases
After a period of 24 months, the strength of cement reduces to 50%
The concrete made with storage deteriorated cement, gains strength with time
5 %
10 %
15 %
20 %
Workability
Strength
The effects of temperature variations
The unit weight
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
15 mm
25 mm
30 mm
40 mm
Between 150 to 300 kg/cm2
Between 350 to 600 kg/cm2
Between 150 to 500 kg/cm2
Below 200 kg/cm2
Elastic shortening of concrete
Shrinkage of concrete
Creep of concrete
Loss due to friction
About 0.1 N/mm²
Zero
0.3 N/mm² to 0.7 N/mm²
About 1.0 N/mm²