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
A. Higher initial setting time but lower final setting time
20 kN/cm²
200 kN/cm²
200 kN/mm²
2 × 106 N/cm²
100 kg
110 kg
120 kg
130 kg
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Coarse aggregates
Fine aggregates
Neither (a) nor (b)
Both (a) and (b)
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
0.43 d
0.55 d
0.68 d
0.85 d
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
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
Roads
Retaining walls
Lining of canals
All the above
Affects only the early development of strength
Affects only the ultimate strength
Both (A) and (B)
Does not affect the strength
Clay
Sand
Gravel
None of these
Steel and concrete are same
Steel is lower than that for concrete
Steel is higher than that for concrete
None of the above
2 %
4 %
6 %
8 %
0.43 d
0.537 d
0.68 d
0.85 d Where d is effective depth of beam
Contraction joint
Expansion joint
Construction joint
Both (a) and (b)
Air-entraining agent
Foaming agent
Oily-agent
All the above
Workability admixtures
Accelerators
Retarders
Air entraining agents
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
35 MPa and 42 MPa
42 MPa and 35 MPa
42 MPa and 53 MPa
53 MPa and 42 MPa
Shear strength
Tensile strength
Compressive strength
None of these
1 : 3 : 6 mix
1 : 1 : 2 mix
1 : 2 : 4 mix
1 : 1.5 : 3 mix
Vicat apparatus test
Slump test
Minimum void method
Talbot Richard test
Cement
Aggregates
Water
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
Tricalcium silicate (C3S) hydrates rapidly
Tricalcium silicate (C3S) generates more heat of hydration
Tricalcium silicate (C3S) develops early strength
Tricalcium silicate (C3S) has more resistance to sulphate attack
30 %
40 %
50 %
60 %
Bending moment and shear
Bending moment and torsion
Shear and torsion
Bending moment, shear and torsion
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