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  • Question
  • Workability of concrete is measured by


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

  • Correct Answer
  • Slump test 


  • Concrete Technology problems


    Search Results


    • 1. 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
    • 2. 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
    • 3. After casting, an ordinary cement concrete on drying

    • Options
    • A. expands
    • B. mix
    • C. shrinks
    • D. none of these.
    • Discuss
    • 4. 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
    • 5. 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.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 6. The equation which is obtained by multiplying each equation by the coefficient of its un-knowns and by adding the equations thus formed, is known as

    • Options
    • A. observation equation
    • B. conditional equation
    • C. normal equation
    • D. none of these.
    • Discuss
    • 7. Polaris is usually observed for the determination of the azimuth when it is

    • Options
    • A. at culmination
    • B. at elongation
    • C. neither at culmination nor at elongation
    • D. either at culmination or at elongation.
    • Discuss
    • 8. The parallax equation is applicable to entire overlap of the photographs only if parallax is measured

    • Options
    • A. normal to base line
    • B. parallel to base line
    • C. both (a) and (b)
    • D. neither (a) nor (b).
    • Discuss
    • 9. The most convenient co-ordinate system for specifying the relative positions of heavenly bodies on the celestial sphere, is

    • Options
    • A. altitude and azimuth system
    • B. declination and hour angle system
    • C. declination and right ascension system
    • D. declination and altitude system
    • E. azimuth and declination system.
    • Discuss
    • 10. For any star to be a circumpolar star, its

    • Options
    • A. declination must be 0°
    • B. declination must be 90°
    • C. distance from the pole must be less than the latitude of the observer
    • D. hour angle must be 180°.
    • Discuss


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