JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD B.Tech III CONCRETE TECHNOLOGY Previous Question Paper (January/February - 2023 - R18)

B.Tech | III | I | R18 | January/February - 2023

Answer PaperPaper Code: 155AQMaximum Marks: 75Time: 3 Hours

Note: i) Question paper consists of Part A & Part B. ii) Part A is compulsory, which carries 25 marks. In Part A, Answer all questions. iii) In Part B, Answer any one question from each unit. Each question carries 10 marks. iv) No code book or data sheet is allowed.

Part A

1a

What are the products of hydration of cement?

2 marks

Answer

The primary products of the hydration of Portland cement are Calcium Silicate Hydrate (C-S-H) gel, which provides the main strength to the hardened paste, and Calcium Hydroxide (Ca(OH)2), which is a crystalline byproduct. Additionally, hydration results in the formation of calcium sulfoaluminate hydrates, such as ettringite and monosulfate, depending on the availability of gypsum and the stage of the reaction.

1b

What are the various natural pozzolanas?

3 marks

Answer

Natural pozzolanas are siliceous or siliceous and aluminous materials which, though not cementitious in themselves, possess the property of reacting with calcium hydroxide at ordinary temperatures in the presence of moisture to form compounds possessing cementitious properties. They are primarily of volcanic origin or derived from sedimentary deposits. The main types include:

  • Volcanic Tuffs and Ashes: These include materials like Pozzolana (from Pozzuoli, Italy), Santorini Earth, and Trass, which are formed from the consolidation of volcanic ash and dust.
  • Diatomaceous Earth: A sedimentary rock composed of the siliceous skeletons of microscopic aquatic plants called diatoms.
  • Rice Husk Ash: While often considered an agricultural byproduct, it is a natural organic pozzolana containing high levels of amorphous silica when burnt under controlled conditions.
  • Surkhi: Produced by grinding burnt clay bricks or tiles, which acts as a reactive pozzolanic material.
1c

Define fineness modulus of aggregate.

2 marks

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1d

What is a gap-graded aggregate?

3 marks

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1e

Define workability of Concrete.

2 marks

Answer

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1f

Distinguish between segregation and bleeding of concrete.

3 marks

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1g

What are the various effects of creep of concrete?

2 marks

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1h

Explain the Abram’s Law.

3 marks

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1i

What is the necessity of self-compacting concrete?

2 marks

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1j

What are the factors influencing the concrete mix proportion?

3 marks

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Part B

210 marks
a

Explain the chemical composition of cement.

5 marks

Answer

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b

Explain the method of determination of compatibility of cement and superplasticizers.

5 marks

Answer

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OR
310 marks
a

Explain the structure of hydrated cement.

5 marks

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b

Explain the classification of chemical admixtures.

5 marks

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410 marks
a

Define gradation and explain the importance of grading of aggregates.

5 marks

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b

Explain the factors affecting the alkali-aggregate reaction.

5 marks

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OR
510 marks
a

Explain the classification of aggregates.

5 marks

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b

Explain the procedure for determination of soundness of aggregate.

5 marks

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610 marks
a

Explain the various factors affecting the workability of concrete.

5 marks

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b

Explain the process of manufacture of quality concrete.

5 marks

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OR
710 marks
a

Explain the different methods of measurement of workability of concrete.

5 marks

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b

Explain the various methods for mixing of concrete.

5 marks

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810 marks
a

Explain the factors affecting the strength of concrete.

5 marks

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b

Describe the method of obtaining the strength of concrete using Rebound Hammer.

5 marks

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OR
910 marks
a

Explain the method of determination of modulus of elasticity of concrete and explain the various moduli of elasticity of concrete with a neat sketch.

5 marks

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b

Explain the different types of shrinkage of concrete.

5 marks

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10

Design a concrete mix for M25 grade as per IS 10262 with the following data: Maximum size of aggregate: 20 mm; Workability: 50 to 100 mm; Water cement ratio: 0.48; Degree of quality control: good; Cement 43 grade OPC: specific gravity: 3.15; Minimum cement content: 300 kg/m3; Maximum cement content: 450 kg/m3; Chemical admixture: not required; Method of concrete placing: pumpable; Exposure condition: moderate; Specific gravity: Coarse aggregate: 2.7, Fine aggregate: 2.65; Water absorption: Coarse aggregate: 0.6%, Fine aggregate: 1%; Free surface moisture: Coarse aggregate: Nil, fine aggregate: Nil; Coarse aggregate: Crushed Angular Aggregate; Fine aggregate: Confirming to zone II. Assume any other missing data suitably.

10 marks

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OR
1110 marks
a

Fibre reinforced concrete

5 marks

Answer

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b

High performance concrete.

5 marks

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About this paper

This page contains the question paper of CONCRETE TECHNOLOGY from JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD for B.Tech CE III I, January/February - 2023, R18.

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