When one thrusts one's hand into a bag of cement, one should feel warm
The colour of the cement is bluish
By rubbing cement in between fingers, one should feed rough
All the above
D. All the above
Finer grinding
Burning at high temperature
Increased lime cement
Higher content of tricalcium
4.75 mm
30 mm
60 mm
75 mm
According to the petrological characteristics, concrete aggregates are classified as heavy weight, normal weight and light weight
According to the shape of the particles, concrete aggregates are classified as rounded irregular, angular and flaky
According to the surface texture of the particles, the concrete aggregates are classified as glassy, smooth, granular, rough, crystalline, honey combed and porous
All the above
Chemical reaction of cement with sand and coarse aggregates
Evaporation of water from concrete
Hydration of cement
All the above
Internal moisture conditions on hydration continue till complete strength is gained
Concrete specimens may be tested at any temperature
Concrete specimens need be of same age
Concrete specimens need be of same size
The least lateral dimension
2 times the least lateral dimension
3 times the least lateral dimension
4 times the least lateral dimension
Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container
0.43 d
0.55 d
0.68 d
0.85 d
Fineness test
Consistency test
Test for setting time
Test for tensile strength
Residual does not exceed 10% when sieved through IS Sieve No. 9
Soundness varies from 5 to 10 mm
Initial setting time is not less than 30 minutes
Compressive stress after 7 days, is not less than 175 kg/cm2
1.5
2.0
2.5
3.0
Gypsum
Hydrogen peroxide
Calcium chloride
Sodium oxide
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
600 mm
750 mm
900 mm
More than 1 m
10 m
15 m
15 m
45 m
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
30 %
40 %
50 %
60 %
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
Crushing strength
Impact value
Abrasion resistance
Water absorption
1.5
2.0
2.5
3.0
Air-entraining agent
Foaming agent
Oily-agent
All the above
Water enables chemical reaction to take place with cement
Water lubricates the mixture of gravel, sand and cement
Strength of concrete structure largely depends upon its workability
All the above
Density
Strength
Durability
All the above
10 to 15% more
15 to 20% more
20 to 25% more
25 to 50% more
Made with cement concrete
Thick and reinforced
Thin and heavily reinforced
Thick and heavily reinforced
Portland-pozzolana cement
Quick setting cement
Low heat Portland cement
Rapid hardening cement
Decrease in tensile strength but increase in ductility
Increase in tensile strength but decrease in ductility
Decrease in both tensile strength and ductility
Increase in both tensile strength and ductility
5 days
7 days
10 days
14 days
100 cm
125 cm
150 cm
200 cm
10 %
12 %
15 %
25 %