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Concrete Technology problems


  • 1. The factor which affects workability, is

  • Options
  • A. water content and its temperature
  • B. shape and size of the aggregates
  • C. grading and surface textures of the aggregates
  • D. air entraining agents
  • E. all the above.
  • Discuss
  • 2. To hydrate 500kg of cement full water needed, is

  • Options
  • A. 100 kg
  • B. 110 kg
  • C. 120 kg
  • D. 130 kg
  • E. 140 kg
  • Discuss
  • 3. Pick up the incorrect statemnt from the following. For performing compressive strength test of cement

  • Options
  • A. cement and standard sand mortar are used in the ratio of 1 : 3
  • B. water is added at the rate of + 3.0 percentage of water where P is the percentage of water for standard consistency
  • C. A cube mould of 10 cm x 10 cm x 10 cm is used
  • D. The perpared moulds are kept in a atmosphere of 50% relative humidity
  • E. The temperature of water in the submerged tank for curing moulds, should be 27° ± 2°C.
  • Discuss
  • 4. To obtain a very high strength concrete, use very fine grained

  • Options
  • A. Granite
  • B. Magnetite
  • C. Barite
  • D. Volcanic scoria.
  • Discuss
  • 5. Separation of water or water sand cement from a freshly concrete, is known

  • Options
  • A. bleeding
  • B. creeping
  • C. segregation
  • D. flooding
  • E. none of these.
  • Discuss
  • 6. An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. seive No. 9, more than

  • Options
  • A. 5%
  • B. 10%
  • C. 15%
  • D. 20%
  • E. 25%
  • Discuss
  • 7. Workability of concrete mix with low water cement ratio is determined by

  • Options
  • A. tensile strength test
  • B. slump test
  • C. compaction factor test
  • D. flexural strength test
  • E. none of these.
  • Discuss
  • 8. Water cement ratio is

  • Options
  • A. volume of water to that of cement
  • B. weight of water to that of cement
  • C. weight of concrete to that of water
  • D. volume of concrete to that of water
  • E. both (a) and (b) of the above.
  • Discuss
  • 9. For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is

  • Options
  • A. 40 mm
  • B. 50 mm
  • C. 60 mm
  • D. 70 mm
  • E. 80 mm
  • Discuss
  • 10. Permissible compressive strength of M 150 concrete grade is

  • Options
  • A. 100 kg/cm2
  • B. 150 kg/cm2
  • C. 200 kg/cm2
  • D. 250 kg/cm2
  • E. 300 kg/cm2
  • Discuss

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