Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
A. Long line method
The front face in one direction
The front face in both directions
The inner face in one direction
The inner face in both directions
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
Nala beds
River beds
Sea beds
None of these
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
0.15
0.12
0.30
1.00
Magnesium oxide
Iron oxide
Silica
Lime
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
Soundness of cement
Hardness of cement
Strength of cement
Durability of cement
Cement should be mixed for at least one minute
10% of water is placed in the rotating drum before adding dry material
10% of water is added after placing the other ingredients in the drum
All the above
5% of the total aggregates for low workability with a coarse grading
10% of the total aggregates for low workability with a fine grading
20% of the total aggregates for a mix having high workability with fine grading
All the above
Cement
Aggregates
Water
All the above
50 mm
75 mm
100 mm
120 mm
1.5
2.0
2.5
3.0
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
Siliceous and argillaceous materials
Argillaceous and calcareous materials
Siliceous and calcareous materials
Siliceous, argillaceous and calcareous materials
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
28 liters
30 liters
32 liters
34 liters
Front face only
Inner face only
Both front face and inner face
None of the above
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
Colorcrete
Silvicrete
Snowcem
All the above
Bleeding
Creeping
Segregation
Shrinkage
The maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm
The maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm
The material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt
All the above
Plain hot rolled wires
Cold drawn wires
Heat treated rolled wires
All have same tensile strength
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Consistency
Compressive strength
Tensile strength
Impact value
Segregation
Compaction
Shrinkage
Bulking
2/3 mean dimension
3/4 mean dimension
3/5 mean dimension
5/8 mean dimension
Greatest surface area for the given cement and aggregates
Least surface area for the given cement and aggregates
Least weight for the given cement and aggregates
Greatest weight for the given cement and aggregates
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
The concrete gains strength due to hydration of cement
The concrete does not set at freezing point
The strength of concrete increases with its age
All the above