Reduces workability
Increases bleeding
Increases shrinkage
Increases strength
C. Increases shrinkage
P = [(Z - X)/(Z - Y)] × 100
P = [(X - Z)/(Z - Y)] × 100
P = [(X - Z)/(Z + Y)] × 100
P = [(Z + X)/(Z - Y)] × 100
Insufficient quantity of water makes the concrete mix harsh
Insufficient quantity of water makes the concrete unworkable
Excess quantity of water makes the concrete segregated
All the above
Area of each aggregate pile should be large
Height of each aggregate pile should not exceed 1.50 m
Aggregate pile should be left for 24 hours before aggregates are used
All the above
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
Dry
Earth moist
Semi-plastic
Plastic
1/5th of mean dimension
2/5th of mean dimension
3/5th of mean dimension
4/5th of mean dimension
Reacts fast with water
Generates less heat of hydration
Causes initial setting and early strength of cement
Does not contribute to develop ultimate strength
Crushing strength
Impact value
Abrasion resistance
Water absorption
20 times
25 times
30 times
50 times
Water content and its temperature
Shape and size of the aggregates
Air entraining agents
All the above
Very low
Low
Medium
High
Where B.M. and S.F. are small
Where the member is supported by other member
At 18 m apart in huge structures
All the above
10 cm, 20 cm, 30 cm
10 cm, 30 cm, 20 cm
20 cm, 10 cm, 30 cm
20 cm, 30 cm, 10 cm
Magnesium oxide
Iron oxide
Alumina
Lime
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
Ferrous sulphate
Potassium chloride
Ammonia
Nitric acid
Increased by 10% for bars in compression
Increased by 25% for bars in compression
Decreased by 10% for bars in compression
Decreased by 25% for bars in compression
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Admixtures accelerate hydration
Admixtures make concrete water proof
Admixtures make concrete acid proof
Admixtures give high strength
Lime stone and clay
Gypsum and lime
Pozzolana
Lime, pozzolana and clay
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Water cement ratio
Workability
Grading of aggregate
Fineness modulus
Flexural tensile strength
Direct tensile strength
Compressive strength
Split tensile strength
Volume of water to that of cement
Weight of water to that of cement
Weight of concrete to that of water
Both (a) and (b) of the above
Sand stone
Slate
Lime stone
Graphite
Pans
Wheel borrows
Containers
Pumps
150 × 150 × 500 mm
100 × 100 × 700 mm
150 × 150 × 700 mm
100 × 100 × 500 mm
M 100
M 200
M 300
M 500
Weight 50 kg
Height 18 cm
Plan area 3000 sq. cm
All the above
At the middle of the wall
At the edge of the wall
Halfway between the middle and edge of the wall
At a distance equal to effective depth of footing from the edge of the wall