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COURSE STRUCTURE

THIRD YEAR B.TECH PROGRAMME

CIVIL ENGINEEERING

5th SEMESTER 6TH SEMESTER

THEORY CONTACT HOUR CREDIT THEORY CONTACT HOUR CREDIT

1.Advanced Mechanics of Material 3-0-0 3

2. Transportation Engineering 4-0- 0 4

3.Design of Concrete Structure 4-0-0 4

4. Foundation Engineering 3-0-0 3

5.PE-1(any one)

(a) Surveying-II 3-0-0 3

(b)Remote Sensing & GIS 3-0-0 36.FE-1(any one)

(a) Numerical Methods 3-0-0 3

(b)Data Base Management 3-0-0 3System

TOTAL 20

1.Structural Analysis-II 4-0-0 3

2. Irrigation Engineering 3-0- 0 4

3.Design of Steel Structure 4-0-0 4

4. Transportation Engineering.-II 3-0-0 3

5. Environmental Engineering. 3-0-0 3

6.FE-1(any one)(a) Entrepreneurship

Development 3-0-0 3

(b)Optimization in Engineering 3-0-0 3

TOTAL 20

LAB/SESSIONAL LAB/SESSIONAL

7. Concrete & StructuralEngineering Lab 0-0-3 2

8. Geotech Engineering Lab 0-0-3 2

9.Design and Detailing of 0-0-3 2Concrete Structure

TOTAL 6

TOTAL 26

7. Environmental Engineering Lab 0-0-3 2

8. Transportation Engineering Lab-I 0-0-3 2

9.Design and Detailing of 0-0-3 2

Steel StructureTOTAL 6

TOTAL 26

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COURSE STRUCTURE

FOURTH YEAR B.TECH PROGRAMME

CIVIL ENGINEEERING

7th SEMESTER 8TH SEMESTER

THEORY CONTACT HOUR CREDIT THEORY CONTACT HOUR CREDIT

1.Design of Advanced 3-0-0 3Concrete Structure

2. PE-II(any one) 3-0- 0 3

(a)Environmental Engineering.

(b)Pollution Measurement and Control

3.PE-III(any one) 3-0-0 3

(a)Water Resources Engineering.(b)Water Resources Management

4. PE-IV (any one) 3-0-0 3

(a) Pavement Design(b) Traffic Engineering. & Transportation

Planning

5.PE-V(any one) 3-0-0 3

(a) Estimation, Costing and

Professional Practice

(b)Bridge Engineering

6.FE-IV(any one) 3-0-0 3

(a) Disaster Management(b) Finite Element Method of Analysis

TOTAL 18

1.PE-VI(any one) 3-0-0 3(a) Structural Dynamics &Earthquake

Engineering.

(b)Water Power Engineering.

(c)Construction Management(d) Ground Water Hydrology

2. PE-VII(any one) 3-0- 0 3(a)Ground Improvement Technique

(b)Advanced Foundation Engineering.

(c) Soil Dynamics and EarthquakeEngineering.

(d) Soil Structure Interaction

3. PE-VIII (any one) 3-0-0 3

(a) Prestressed Concrete

(b) Composite material and

Structure(c) Performance & Evaluation of Pavements

(d) Town Planning

4.FE-V(any one) 3-0-0 3Marketing Management

Production & Operation Management

TOTAL 20

LAB/SESSIONAL LAB/SESSIONAL

7.Design of Irrigation Structures 0-0-3 2

8. Design of Water Supply and Sanitary

Engineering System 0-0-3 2

9.Minor Project 4

8

7. Major Project 6

8. Viva-voce 3

9.Seminar 2

TOTAL 11

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TOTAL 26 TOTAL 23

5TH SEMESTER SESSIONALS

CONCRETE & STRUCTURAL LAB - 1 (0-0-3)

1. Cube Test for Concrete(Nominal Mix)2. Cylinder Test for Concrete(Nominal Mix)3. Split Tensile Strength Test for Concrete Beam4. Design of Concrete Mix (Indian Standard Method)5. Failure of Concrete beam in bending(two point loading)6. Failure of Beam in Shear7. Prism test

GEOTECH ENGINEERING LAB (0-0-3)

(Relevant I.S codes may be referred)

1. Determination of specific gravity of soil grains

2. Determination of grain size distribution of soil(a)Sieve test (b) Hydrometer/ pipette test

3. Determination of Atterberg limits of soil

(a) Liquid limit (b) plastic limit (c) shrinkage limit4. Measurement of soil compaction in the field

(a) Core cutter method (b) Sand replacement method5. Determination of Density Water content relationship of soil.

(a) Proctor compaction test (ii) Modified Proctor compaction test (c) Use of Proctor penetration

needle6. Determination of relative density of granular soil

7. Determination of shear strength parameters of soil

8. (a) Shear Box test (b) Tri-axial compression test (c) Unconfined compression test (d) Vaneshear test

9. Determination of consolidation characteristics of soil using fixed ring Oedometer

10. Determination of California Bearing Ratio (CBR) of soaked and un-soaked soil specimens11. Determination of coefficient of permeability of soil

(a) Constant head permeameter (b) Falling head permeameter

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DESIGN & DETAILING OF CONCRETE STRUCTURE (0-0-3)

(IS 456: 2000 and SP 16 are to be used)

1. Design of rectangular, T- Beam, and L- beam for flexure, shear and torsion2. Design of double reinforced rectangular beam/T-beam3.

Check for development length and deflection of beams.4. Design of columns with axial and eccentric loading

5. Design and detailing of one way and two way slabs6. Design of isolated footings7. Stair case design, design of combined footing8. Thorough study of IS-456 2000 and SP-16

6TH

SEMESTER SESSIONALS

ENVIRONMENTAL ENGINEERING LAB (0-0-3)

1. Determination of physical characteristics of water(a) taste

(b) odour

(c) turbidity(d) colour

(e) pH value

(f) dissolved and suspended solid

2. Determination of hardness characteristics of water-total calcium and magnesium3. Break point chlorination

TRANSPORTATION ENGINEERING LAB (0-0-3)

1. Quality control tests on highway materials, bitumen, aggregate

2. Roughness measurement of pavements

STEEL STRUCTURE DESIGN LAB (0-0-3)

1. Design and detailing of riveted, bolted and welded connections

2. Detailing of end connections of compression members3. Design of tension members

4. Design for lacing and battening

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5. Detailing of column bases and foundations, detailing of slab base, gusseted base and grillagefoundation.

6. Detailing of structural steel connections, seated and framed connections.

7. Detailing of steel roof trusses/ industrial buildings