Thin particles
Flat particles
Elongated particles
All the above
D. All the above
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
10 %
12 %
15 %
25 %
0.15
0.12
0.30
1.00
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
Increasing the depth
Providing shear reinforcement
Using high strength steel
Using thinner bars but more in number
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
Reduction in permeability
Loss of heat of hydration
Reduction in bleeding
All the above
Smaller creep and shrinkage
Greater density and smaller permeability
Improved frost resistance
All the above
Balanced beam
Under-reinforced beam
Over-reinforced beam
None of the above
Higher compressive strength of concrete
Lower compressive strength of concrete
Higher tensile strength of steel
Lower tensile strength of steel
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Workability of concrete
Strength of concrete
Durability of concrete
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
Grading
Curing
Mixing
Batching
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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)
Consistency
Compressive strength
Tensile strength
Impact value
Higher Vee-Bee time shows lower workability
Higher slump shows higher workability
Higher compacting factor shows higher workability
None of the above
± 5 % of average
± 10 % of average
± 15 % of average
± 20 % of average
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
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
Granite
Magnetite
Barite
Volcanic scoria
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Single sized aggregates
Two sized aggregate
Graded aggregates
Coarse aggregates
40 mm
50 mm
60 mm
70 mm
Zero
Tensile
Compressive
Tensile or compressive
Effective depth of slab from periphery of column/drop panel
d/2 from periphery of column/capital/ drop panel
At the drop panel of slab
At the periphery of column
Shear strength
Tensile strength
Compressive strength
None of these
Fineness test
Consistency test
Test for setting time
Test for tensile strength