Grading
Curing
Mixing
Batching
D. Batching
Less water
Fine aggregates
Rich mix
More water and coarse aggregates
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
One cantilever
Two cantilevers
Three cantilevers
Four cantilevers
Dams
Massive foundations
R.C.C. structures
All the above
Voids in coarse aggregates are filled by fine aggregates
Voids in fine aggregates are filled by the cement paste
Volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra
All the above
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
Length 30 cm, breadth 25 cm, height 30 cm
Length 39 cm, breadth 25 cm, height 32 cm
Length 27 cm, breadth 27 cm, height 48 cm
Length 220 cm, breadth 25 cm, height 40 cm
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
10 mm
15 mm
25 mm
13 mm
Long line method
Freyssinet system
Magnel-Blaton system
Lee-Macall system
Capacity of column is decreased
Ductility of column reduces
Capacity of column is decreased but ductility of column increases
Both the capacity of column and ductility of column increase
Grading
Curing
Mixing
Batching
Economy
Durability
Workability
All the above
20 times
25 times
30 times
50 times
Extremely low
Very low
Low
High
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Sodium sulphates
Sodium chlorides
Sodium carbonates and bicarbonates
Calcium bicarbonates
Higher workability indicates unexpected increase in the moisture content
Higher workability indicates deficiency of sand
If the concrete mix is dry, the slump is zero
All the above
Lime in excess, causes the cement to expand and disintegrate
Silica in excess, causes the cement to set slowly
Alumina in excess, reduces the strength of the cement
All the above
Reduces the strength
Increases the strength
Does not change the strength
All of the above
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
Colour
Strength
Controlling setting time
None of these
Consistency
Compressive strength
Tensile strength
Impact value
Pans
Wheel borrows
Containers
Pumps
20 %
25 %
30 %
35 %
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
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