Bulking of sand is caused due to formation of a thin film of surface moisture
Fine sand bulks more than coarse sand
The volume of fully saturated sand, is equal to the volume of dry and loose sand
All the above
D. All the above
Membrane method
Ponding method
Covering surface with bags
Sprinkling water method
l/3
l/5
l/7
l/10
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
4.75 mm
30 mm
60 mm
75 mm
Internal vibrator
Screed vibrator
Form vibrator
None of these
Shape
Grading
Compaction
All the above
Dams
Massive foundations
R.C.C. structures
All the above
Wetter mix
Larger proportion of maximum size aggregate
Coarser grading
All the above
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
Increases
Decreases
Fluctuates
Remains constant
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Course
Medium
Medium to fine
Fine
Segregation
Bleeding
Bulking
Creep
Aggregates
Cement
Water
All the above
Minimum cross sectional area of longitudinal reinforcement in a column is 0.8%
Spacing of longitudinal bars measured along the periphery of column should not exceed 300 mm
Reinforcing bars in a column should not be less than 12 mm in diameter
The number of longitudinal bars provided in a circular column should not be less than four
Increases workability
Decreases workability
Decreases resistance to weathering
Increases strength
Economy
Durability
Workability
All the above
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Increases the strength of concrete
Decreases the strength of concrete
Has no effect on the strength of concrete
None of these
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
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
Colorcrete
Silvicrete
Snowcem
All the above
7 kg
14 kg
21 kg
35 kg
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
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
Pans
Wheel borrows
Containers
Pumps
Moist aggregates
Very dry aggregates
Dry aggregates
Saturated surface dry aggregate
Only (i)
(i) and (ii)
(i) and (iii)
All (i), (ii) and (iii)
M 100
M 150
M 200
M 250