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  • Question
  • If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) of fine aggregates to combined aggregates, is


  • Options
  • A. If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) o
  • B. If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) o
  • C. If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) o
  • D. If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) o
  • E.

  • Correct Answer
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  • Concrete Technology problems


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    • 1. Pick up the correct proportions of chemical ingredients of cement

    • Options
    • A. Lime : Silica : Alumina : Iron oxide : 63 : 22 : 6 : 3
    • B. Silica : Lime : Alumina : Iron oxide : 63 : 22 : 6 : 3
    • C. Alumina : Silica : Lime : Iron oxide : 63 : 22 : 6 : 3
    • D. Iron oxide : Alumina : Silica : Lime : 63 : 22 : 6 : 3
    • Discuss
    • 2. For road pavements, the cement generally used, is

    • Options
    • A. ordinary Portland cement
    • B. rapid hardening cement
    • C. low heat cement
    • D. blast furnace slag cement
    • E. none of these.
    • Discuss
    • 3. For the construction of cement concrete floor, the maximum permissible size of aggregate, is

    • Options
    • A. 4 mm
    • B. 6 mm
    • C. 8 mm
    • D. 10 mm
    • E. 12 mm
    • Discuss
    • 4. Pick up the correct statement from the following:

    • Options
    • A. Insufficient quantity of water makes the concrete mix harsh
    • B. Insufficient quantity of water makes the concrete unworkable
    • C. Excess quantity of water makes the concrete segregated
    • D. Excess quantity of water causes bleeding in concrete
    • E. All the above.
    • Discuss
    • 5. The maximum amount of dust which may be permitted in aggregates is

    • Options
    • A. 5% of the total aggregates for low workability with a coarse grading
    • B. 10% of the total aggregates for low workability with a fine grading
    • C. 20% of the total aggregates for a mix having high workability with fine grading
    • D. all the above.
    • Discuss
    • 6. The bulk density of aggregates does not depend upon :

    • Options
    • A. size and shape of aggregates
    • B. specific gravity of aggregates
    • C. grading of aggregates
    • D. size and shape of the container
    • E. none of these.
    • Discuss
    • 7. After casting, an ordinary cement concrete on drying

    • Options
    • A. expands
    • B. mix
    • C. shrinks
    • D. none of these.
    • Discuss
    • 8. The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds

    • Options
    • A. 5 kg/cm2
    • B. 8 kg/cm2
    • C. 10 kg/cm2
    • D. 12 kg/cm2
    • E. 15 kg/cm2
    • Discuss
    • 9. According to I.S. : 456, the number of grades of concrete mixes, is

    • Options
    • A. 3
    • B. 4
    • C. 5
    • D. 6
    • E. 7
    • Discuss
    • 10. Workability of concrete is measured by

    • Options
    • A. Vicat apparatus test
    • B. Slump test
    • C. Minimum void method
    • D. Talbot Richard test.
    • Discuss


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