R05310103-CONCRETETECHNOLOGY

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    Code No: R05310103 R05 Set No. 2

    III B.Tech I Semester Examinations,May 2011

    CONCRETE TECHNOLOGY

    Civil Engineering

    Time: 3 hours Max Marks: 80

    Answer any FIVE Questions

    All Questions carry equal marks

    1. (a) Explain with neat diagram non-destructive evaluation of concrete using Wind-sor probe.

    (b) What are the limitations and precautions to be observed while conducting the

    test? [10+6]

    2. Explain the classification of aggregates based on source of the bed rock. [16]

    3. (a) Explain salient features of Polymer concretes.

    (b) Explain the method of production and applications of polymer-impregnatedconcretes. [6+10]

    4. (a) Explain different types of curing of the concrete.

    (b) Explain the advantages and disadvantages of different methods of curing.[6+10]

    5. (a) What is the filed corrctions to be carried out for concrete mixes? explain?

    (b) Explain about effective water/cement ratio.

    (c) Explain the duriability considerations in the design of concrete mixes as perIS 456-2000. [6+4+6]

    6. (a) Explain the significance on gel/space ratio.

    (b) Explain calculation of gel space ratio for complete hydration and partial hy-dration of cement. [8+8]

    7. (a) Explain field-testing of cement to assess the quality of the cement.

    (b) What is the practical significance of field testing? [8+8]

    8. (a) Explain elastic properties of concrete in detail.

    (b) Explain different moduli of elasticity of concrete and explain their practicalsignificance. [6+10]

    1

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    Code No: R05310103 R05 Set No. 4

    III B.Tech I Semester Examinations,May 2011

    CONCRETE TECHNOLOGY

    Civil Engineering

    Time: 3 hours Max Marks: 80

    Answer any FIVE Questions

    All Questions carry equal marks

    1. (a) Explain elastic properties of concrete in detail.

    (b) Explain different moduli of elasticity of concrete and explain their practicalsignificance. [6+10]

    2. (a) What is the filed corrctions to be carried out for concrete mixes? explain?

    (b) Explain about effective water/cement ratio.

    (c) Explain the duriability considerations in the design of concrete mixes as perIS 456-2000. [6+4+6]

    3. (a) Explain the significance on gel/space ratio.

    (b) Explain calculation of gel space ratio for complete hydration and partial hy-dration of cement. [8+8]

    4. (a) Explain field-testing of cement to assess the quality of the cement.(b) What is the practical significance of field testing? [8+8]

    5. (a) Explain salient features of Polymer concretes.

    (b) Explain the method of production and applications of polymer-impregnatedconcretes. [6+10]

    6. (a) Explain with neat diagram non-destructive evaluation of concrete using Wind-sor probe.

    (b) What are the limitations and precautions to be observed while conducting the

    test? [10+6]

    7. (a) Explain different types of curing of the concrete.

    (b) Explain the advantages and disadvantages of different methods of curing.[6+10]

    8. Explain the classification of aggregates based on source of the bed rock. [16]

    2

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    Code No: R05310103 R05 Set No. 1

    III B.Tech I Semester Examinations,May 2011

    CONCRETE TECHNOLOGY

    Civil Engineering

    Time: 3 hours Max Marks: 80

    Answer any FIVE Questions

    All Questions carry equal marks

    1. (a) Explain salient features of Polymer concretes.

    (b) Explain the method of production and applications of polymer-impregnatedconcretes. [6+10]

    2. (a) Explain elastic properties of concrete in detail.

    (b) Explain different moduli of elasticity of concrete and explain their practicalsignificance. [6+10]

    3. (a) What is the filed corrctions to be carried out for concrete mixes? explain?

    (b) Explain about effective water/cement ratio.

    (c) Explain the duriability considerations in the design of concrete mixes as perIS 456-2000. [6+4+6]

    4. (a) Explain with neat diagram non-destructive evaluation of concrete using Wind-sor probe.

    (b) What are the limitations and precautions to be observed while conducting thetest? [10+6]

    5. (a) Explain field-testing of cement to assess the quality of the cement.

    (b) What is the practical significance of field testing? [8+8]

    6. (a) Explain the significance on gel/space ratio.

    (b) Explain calculation of gel space ratio for complete hydration and partial hy-

    dration of cement. [8+8]

    7. Explain the classification of aggregates based on source of the bed rock. [16]

    8. (a) Explain different types of curing of the concrete.

    (b) Explain the advantages and disadvantages of different methods of curing.[6+10]

    3

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    Code No: R05310103 R05 Set No. 3

    III B.Tech I Semester Examinations,May 2011

    CONCRETE TECHNOLOGY

    Civil Engineering

    Time: 3 hours Max Marks: 80

    Answer any FIVE Questions

    All Questions carry equal marks

    1. (a) What is the filed corrctions to be carried out for concrete mixes? explain?

    (b) Explain about effective water/cement ratio.

    (c) Explain the duriability considerations in the design of concrete mixes as perIS 456-2000. [6+4+6]

    2. (a) Explain field-testing of cement to assess the quality of the cement.

    (b) What is the practical significance of field testing? [8+8]

    3. (a) Explain different types of curing of the concrete.

    (b) Explain the advantages and disadvantages of different methods of curing.[6+10]

    4. (a) Explain the significance on gel/space ratio.

    (b) Explain calculation of gel space ratio for complete hydration and partial hy-dration of cement. [8+8]

    5. (a) Explain elastic properties of concrete in detail.

    (b) Explain different moduli of elasticity of concrete and explain their practicalsignificance. [6+10]

    6. Explain the classification of aggregates based on source of the bed rock. [16]

    7. (a) Explain salient features of Polymer concretes.

    (b) Explain the method of production and applications of polymer-impregnatedconcretes. [6+10]

    8. (a) Explain with neat diagram non-destructive evaluation of concrete using Wind-sor probe.

    (b) What are the limitations and precautions to be observed while conducting thetest? [10+6]

    4

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