Ordinary Portland cement
Rapid hardening cement
Low heat cement
Blast furnace slag cement
D. Blast furnace slag cement
Low water cement ratio
Less cement in the concrete
Proper concrete mix
All the above
3 days
7 days
21 days
28 days
7 days for beam soffits
14 days for bottom slabs of spans 4.6 m and more
21 days for bottom beams over 6 m spans
All the above
18
30
40
58
Cement
Aggregates
Water
All the above
Placing
Wetting
Curing
Compacting
Roads
Retaining walls
Lining of canals
All the above
2.5 cm
5.0 cm
7.5 cm
10 cm
Aggregate cement ratio
Time of transit
Grading of the aggregate
All of above
To provide adequate bond stress
To resist tensile stresses
To impart initial compressive stress in concrete
All of the above
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
15 mm
20 mm
25 mm
50 mm
Tricalcium silicate and dicalcium silicate
Dicalcium silicate and tricalcium aluminate
Tricalcium aluminate and tricalcium alumino ferrite
All the above
70 litres of sand and 120 litres of aggregates
70 kg of sand and 140 litres of aggregates
105 litres of sand and 140 litres of aggregates
105 litres of sand and 210 litres of aggregates
1/4
1/5
1/6
1/8
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
Building concrete is less than 45
Road pavement concrete is less than 30
Runway concrete is less than 30
All the above
Only (i)
Only (ii)
Both (i) and (iv)
Both (ii) and (iii)
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Lean mixes bleed more as compared to rich ones.
Bleeding can be minimized by adding pozzolana finer aggregate
Bleeding can be increased by addition 'of calcium chloride
None of the above
Equal to the mean size
Twice the mean size
Thrice the mean size
Four times the mean size
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
100 kg/cm2
150 kg/cm2
200 kg/cm2
250 kg/cm2
Less than 1
Between 1 and 1.5
Between 1.5 and 2.0
Greater than 2
(i) and (iii)
(i) and (iv)
(ii) and (iii)
(ii) and (iv)
10 m
15 m
15 m
45 m
Not provided
Provided only on inner face
Provided only on front face
Provided both on inner and front faces
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
Porous
Non-homogeneous
Reduced strength
All the above
Size and shape of aggregates
Specific gravity of aggregates
Grading of aggregates
Size and shape of the container