0.1P + 0.3Y + 0.1Z = W/C × P
0.3P + 0.1Y + 0.01Z = W/C × P
0.4P + 0.2Y + 0.01Z = W/C × P
0.5P + 0.3Y + 0.01Z = W/C × P
B. 0.3P + 0.1Y + 0.01Z = W/C × P
In properly graded aggregates, bulk density is more
In single size aggregates, bulk density is least
In single size aggregates, bulk density is maximum
None of these
Reduces the shrinkage of concrete
Preserves the properties of concrete
Prevents the loss of water by evaporation
All of the above
Sedimentary rocks
Metamorphic rocks
Igneous rocks
Volcanic source
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
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
Aggregates
Cement
Water
All the above
Weakness of concrete
Excessive laitance
Segregation
All the above
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Fineness test
Consistency test
Setting time test
Soundness test
M 100
M 200
M 300
M 500
0.15
0.12
0.30
1.00
3 days
7 days
21 days
28 days
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Increasing the depth of beam
Using thinner bars but more in number
Using thicker bars but less in number
Providing vertical stirrups
Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
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
Grading
Curing
Mixing
Batching
Is maximum at neutral axis
Decreases below the neutral axis and increases above the neutral axis
Increases below the neutral axis and decreases above the neutral axis
Remains same
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Cement and standard sand mortar are used in the ratio of 1 : 3
Water is added at the rate of (P/4) + 3.0 percentage of water where P is the percentage of water for standard consistency
A cube mould of 10 cm × 10 cm × 10 cm is used
The prepared moulds are kept in a atmosphere of 50% relative humidity
Chemically inert
Sufficiently strong
Hard and durable
All the above
Bleeding
Creeping
Segregation
Shrinkage
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
M 100
M 150
M 200
M 250
Mixing of different sizes of sand particles
Mixing of lime with sand
Maximum water with sand
Swelling of sand when wetted
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
wR / 4d
wR/2d
wR/d
2wR/d Where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome
3.5 m
4 m
4.5 m
5 m
Only (ii) is correct
(i) and (ii) are correct
(iii) and (iv) are correct
Only (iv) is correct
Reduces the strength
Increases the strength
Does not change the strength
All of the above