Co Po of Coming Semester (4)

Guru Nanak Dev Engineering College, Ludhiana

Civil Engineering Department

The program educational objectives (PEO) of the civil engineering program are that its graduates could demonstrate the following essential components of a successful engineer and/or consultant within two to four years after the graduation.

1. To train the students so that they can work and contribute to the infrastructure development projects being undertaken by Govt. and private or any other sector companies.

2. To train students in such as a way that they can pursue higher studies so that they can contribute to the teaching profession/ research and development of civil engineering and other allied fields.

3. To train students in a manner that they should function effectively in the multicultural and multidisciplinary groups for the sustainable development and growth of civil engineering projects and profession.

Program Outcomes (PO)

a. An ability to apply knowledge of mathematics, science, and engineering to problem solving. b. An ability to design and conduct experiments, as well as to analyze and interpret data.c. An ability to design a system, component, or process to meet desired needs within realistic constraints such

as economic, environmental, social, political, ethical, health and safety, manufacturability and sustainability.

d. An ability to function on multidisciplinary teams.e. An ability to identify, formulates, and solves engineering problems.f. An understanding of professional and ethical responsibility.g. An ability to communicate effectively.h. The broad education necessary to understand the impact of engineering solutions in a global, economic,

environmental, and societal context.i. Recognition of the need for, and an ability to engage in life-long learning.j. Knowledge of contemporary issues.k. An ability to use the techniques, skills and modern engineering tools necessary for engineering practice.l. An ability to work for the infrastructural development, to pursue teaching, research & development

activities and to work effectively in a group.

Mapping of PEO with PO (Most appropriate way of Representation- Practice generally followed)

PEO\PO a B c d e f g h i j k l1 H H M M L H H2 H M H M M H3 H H M H M M M L H

PAVEMENT DESIGN (BTCE-818)

Course Outcomes

After the completion of this course, students should be able

CO 1. To identify different pavement and functions of different components in pavement.

CO 2. To design pavement and overlays as per need and field condition

CO 3. To design Bituminous mix as per Indian standard.

CO 4. To appreciate the use of modern technology in pavement.

Syllabus

1. Introduction: Types of pavement structure. Functions of pavement components, Factorsaffecting pavement design, Design wheel load, Strength characteristics of pavement materials.Comparison of flexible and rigid pavements.2. Design of Flexible Pavements: General design considerations, Methods for design of flexiblepavements – Group Index Method, Triaxial Test Method, HveemStabilometer Method,McLeod’s Method, Indian Roads congress Method.3. Design of Bituminous Mixes: Mix Design Approaches, Marshall Method of Bituminous MixDesign, Superpave4. Design of Rigid Pavements: General design considerations, Westergard's Analysis, Methodsfor design of rigid pavements - PCA method, AASHTO Method, Indian Roads CongressMethod, Types and design of Joints in cement concrete pavements.5. Modern Design Concepts: Reinforced Concrete Pavement, Airport Pavement Design,Bituminous Pavement with Cemented Base, Interlocking Concrete Block Pavement, Full DepthBituminous Pavement, Ultrathin White Topping, Perpetual Pavement, Pavement Overlays.

Mapping of course content with CO

S.N. Content CO1 CO2 CO3 CO41. Introduction: Types of pavement structure.

Functions of pavement components, Factorsaffecting pavement design, Design wheel load, Strength characteristics of pavement materials.Comparison of flexible and rigid pavements

√ √

2. Design of Flexible Pavements: General design considerations, Methods for design of flexiblepavements – Group Index Method, Triaxial Test Method, HveemStabilometer Method,McLeod’s Method, Indian Roads congress Method

√ √

3. Design of Bituminous Mixes: Mix Design Approaches, Marshall Method of Bituminous MixDesign, Superpave

√

4. Design of Rigid Pavements: General design considerations, Westergard's Analysis, Methodsfor design of rigid pavements - PCA method, AASHTO Method, Indian Roads CongressMethod, Types and design of Joints in cement concrete pavements.

√ √

5. Modern Design Concepts: Reinforced Concrete Pavement, Airport Pavement Design,Bituminous Pavement with Cemented Base, Interlocking Concrete Block Pavement, Full DepthBituminous Pavement, Ultrathin White Topping, Perpetual Pavement, Pavement Overlays.

√ √ √

Mapping of CO with POCO\PO a b c d E f g h i j k L

CO1 M H HCO2 H H H M H M M H HCO3 M H H M H MCO4 M H H M

BTCE-501 Design of Steel Structures-I

Syllabus

1.Introduction: Properties of structural steel, I.S. rolled sections, I.S. specifications.

2.Connections: Riveted, bolted and welded connections for axial and eccentric loads.

3.Tension members: Design of members subjected to axial tension.

4.Compression members: Design of axially loaded members, built-up columns, laced and

battened columns including the design of lacing and battens.

5. Flexural members: Design of laterally restrained and un-restrained rolled and built-up

sections, encased beams.

6. Column bases: Design of slab base, gusseted base and grillage foundation.

7. Roof truss: Design loads, combination of loads, design of members (including purlins) and

joints, detailed working drawings.

After the completion of this course,

CO 1 Students will be able to understand and appreciate various aspects of steel construction like different types of steel sections, their specifications, advantages of steel construction etc.

CO 2 Students will be able to analyse and design various types of steel connections using rivets, bolts and weld.

CO 3 Students will be able to design basic elements of a steel building like beam,column, and column bases etc. for given conditions and loading.

CO 4 Students will be able to estimate ‘design loads’ for a roof truss and then be able to design its various components like top chord members, bottom chord members, web members, purlins etc

Mapping of CO with PO

CO\PO a b c d e f g h i j k l

CO1 M H M M H H

CO2 M H H H

CO3 M H M M M

CO4 M H M H M


S.N.

Content CO1 CO2 CO3 CO4

1. Introduction: Properties of structural steel, I.S. rolled sections, I.S. specifications.

√

2. Connections: Riveted, bolted and welded connections for axial and eccentric loads.

√

3. Tension members: Design of members subjected to axial tension.

√

4. Compression members: Design of axially loaded members, built-up columns, laced and

battened columns including the design of lacing and battens.

√ √

5. Flexural members: Design of laterally restrained and un-restrained rolled and built-up

sections, encased beams.

√

6. Column bases: Design of slab base, gusseted base and grillage foundation

√ √

7. Roof truss: Design loads, combination of loads, design of members (including purlins) and

joints, detailed working drawings.

√

BTCE 303 Strength of Material

1.Concept of Equilibrium: Load, reaction; General equilibrium equations; Equilibrium of a point

in space; Equilibrium of a member; Concept of free body diagrams; Displacements; Concept of

displacement-constraints/ supports; Statical-determinacy of a problem.

2. Simple Stress and Strains: Introduction; Concept of stress and strain; Stress-strain curves for

ductile, brittle materials; Generalized Hooke’s law, Stress-strain diagram of ductile and brittle

material, statically determinate and indeterminate problems, compound and composite bars,

thermal stresses. Elastic constants, relations between various elastic constants and its use; Lateral strain, volumetric strain, poisons ratio; Stress and strains in thin cylinders, spherical

shells; Thin vassals subjected to internal pressures.

3.Complex stress and strains: Introduction; Normal stress, tangential stress; Rectangular block

subjected to normal stress along and across two planes, combination of normal and tangential

stress; Concept of principal stress and its computation; Mohr circle; Principal strains,

computation of principal stresses from the principal strains.

1. Shear force and Bending moment diagrams: Introduction to the concept of reaction

diagrams—shear force and bending moment; Role of sign conventions; Types of load, beams,

supports; Shear force and bending moment diagrams: simply supported, overhang and cantilever

beams subjected to any combination of point loads, uniformly distributed and varying load, and moment; Relationship between load, shear force and bending moment; Different methods for

plotting a bending moment and shear force diagrams.

5.Bending and Shear Stresses: Introduction; Assumptions and derivation of flexural formula for

straight beams; Centroid of simple and built up section, second moment of area; Bending stress

calculation for beams of simple and built up section, composite sections (flitched sections);

Shear stress; Variation of bending and shear stress along the depth of section.

6.Columns and Struts: Stability of Columns; Buckling load of an axially loaded columns with

various end conditions; Euler’s and Rankine’s formula; Columns under eccentric load, lateral

load.

7. Torsion of Circular shafts: Torsion, basic assumptions, derivation of torsion equation; Power

transmitted by shafts; analysis and design of solid and Hollow shafts based on strength and

stiffness; Sections under combined bending and torsion, equivalent bending and torsion.

8. Failure theories: Maximum principal stress theory, Maximum shear stress theory, Distortion

Energy theory, Strain Energy theory, Constant Analysis of Thin Cylinder .

1. Apply the linear laws of elasticity as related to stress and strain.2. Understand the concept of a complex stress system.3. Understand of the behaviour of columns and struts under axial loading.4. Analyse the bending stress on different types of sections .5. Determine the effect of combined axial and bending stress .6. Demonstrate the use of critical thinking and problem solving techniques as applied to

mechanical and structural systems.

MAPPING OF PO AND CO

CO/PO a b c d e f g h i j k lCO1 H H MCO2 H MCO3 M M HCO4 M H HCO5 M H HCO6 M H H

MAPPING OF CO WITH SYLLABUS

CONTENT CO1 CO2 CO3 CO4 CO5 CO6Concept of Equilibrium: Load, reaction; General equilibrium equations; Equilibrium of a point in space; Equilibrium of a member; Concept of free body diagrams; Displacements; Concept of displacement-constraints/ supports; Statical-determinacy of a problem.

√

Simple Stress and Strains: Introduction; Concept of stress and strain; Stress-strain curves for ductile, brittle materials; Generalized Hooke’s law, Stress-strain diagram of ductile and brittle material, statically determinate and indeterminate problems, compound and composite bars, thermal stresses. Elastic constants, relations between various elastic constants and its use; Lateralstrain, volumetric strain, poisons ratio; Stress and strains in thin cylinders, spherical shells; Thin vassals subjected to internal pressures.

√

Complex stress and strains: Introduction; Normal stress, tangential stress; Rectangular block subjected to normal stress along and across two planes, combination of normal and tangential stress; Concept of principal stress and its computation; Mohr circle; Principal strains, computation of principal stresses from the principal strains.

√

Shear force and Bending moment diagrams: Introduction to the concept of reaction diagrams—shear force and bending moment; Role of sign conventions; Types of load, beams, supports; Shear force and bending moment diagrams: simply supported, overhang and cantilever beams subjected to any combination of point loads, uniformly distributed and varying load, and moment; Relationship between load, shear force and bending moment; Different methods for plotting a bending moment and shear force diagrams.

√ √

Bending and Shear Stresses: Introduction; Assumptions and derivation of flexural formula for straight beams; Centroid of simple and built up section, second moment of area; Bending stress calculation for beams of simple and built up section, composite sections (flitched sections); Shear stress; Variation of bending and shear stress along the depth of section.

√ √

Columns and Struts: Stability of Columns; Buckling load of an axially loaded columns with various end conditions; Euler’s and Rankine’s formula; Columns under eccentric load, lateral load.

√

Torsion of Circular shafts: Torsion, basic assumptions, derivation of torsion equation; Power transmitted by shafts; analysis and design of solid and Hollow shafts based on strength and stiffness; Sections under combined bending and torsion, equivalent bending and torsion.

√

Failure theories: Maximum principal stress theory, Maximum shear stress theory, Distortion Energy theory, Strain Energy theory, Constant Analysis of Thin Cylinder .

√ √

BTCE-508 Computer Aided Structural Drawing I

1) Structural Drawings of Reinforced Concrete Elements such as Beams, Slabs.

2) Structural Drawings of Steel Elements such as Connections, Tension Members, Compression

Members, Beams, Column Base, and Roof Trusses.

Course Outcomes:

CO1. Students will be able to produce structural drawing of Reinforced Concrete Elements such as Beams, Slabs

CO2. Students will be able to develop Structural Drawings of steel elements such as Connections, Tension Members, Compression Members, Beams, Column Base, and Roof Trusses.

CO3. Students will be able to understand various connection details.


CO\PO a b c d e f g h i j k l

CO1 H M M M M M

CO2 H M M M M M

CO3 L H M M


S.N. Content CO1 CO2 CO3

1. Structural Drawings of Reinforced Concrete Elements such as Beams, Slabs.

√ √

2. Structural Drawings of Steel Elements such as Connections, Tension Members, Compression Members, Beams, Column Base, and Roof Trusses.

√ √

BTCE-305 Surveying Lab

Syllabus1. Measurement of distance, ranging a line.2. Measurement of bearing and angles with compass, adjustment of traverse by graphicalmethod.3. Different methods of leveling, height of instrument, rise & fall methods.4. Measurement of horizontal and vertical angle by theodolite.5. Determination of tachometric constants and determination of reduced levels by tachometricobservations.6. Plane table survey, different methods of plotting, two point & three point problem.7. Determination of height of an inaccessible object.8. Setting out a transition curve. Setting out of circular curves in the field using differentmethods.

Course objective(CO): The object of this lab is to enable the students to learn how to apply the skills of surveying learnt in the classrooms in the actual field. The students will be ableCO1 To survey the area using different methods of plane tabling and compass survey and

adjust the compass traverse graphically.CO2 To record the reduced levels using various methods of levelling and measurements

of horizontal & vertical angles by Theodolite.CO 3 To determine the location of any point horizontally and vertically using Tachometry.

CO 4 To set curves in the field using different methods

Mapping of COs with syllabus

S.No Content CO1 CO2 CO3 CO4

1 Measurement of distance, ranging a line. √

2 Measurement of bearing and angles with compass, adjustment of traverse by graphical method.

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3 Different methods of leveling, height of instrument, rise & fall methods.

√

4 Measurement of horizontal and vertical angle by theodolite. √

5 Determination of tachometric constants and determination of reduced levels by tachometricobservations.

√

6 Plane table survey, different methods of plotting, two point & three point problem.

√

7 Determination of height of an inaccessible object. √

8 Setting out a transition curve. Setting out of circular curves in the field using different methods.

√

Mapping of CO and PO

CO/PO a b c d e f g h i j k l

CO1 M H H M

CO2 H L M

CO3 M H

CO4 H M M M

SURVEY

Vision of Department

To establish an outstanding centre of regional and national reputation for providing a quality engineering education to the students from the rural area of Punjab, excellent research and services to the professional and the community; to produce quality civil engineers; and to employ principles of continual quality improvement to enhance its programme and faculty.

Mission of Department

1) To serve the people of Punjab and the country by providing a broad and high quality education to its student for a successful professional career.

2) To conduct strong basic and applied research for national needs.

3) To serve the construction industry; civil engineering profession and rural community through dissemination of knowledge and technical services.

The program educational objectives (PEO) of the civil engineering program are that its graduates could demonstrate the following essential components of a successful engineer and/or consultant within two to four years after the graduation.



3. To train students in a manner that they should function effectively in the multicultural and multidisciplinary groups for the sustainable development and growth of civil engineering projects and profession.

4. Program outcome (PO) and their mapping with PEO

Program outcome (PO) Programme Education

Objective (PEO)

a An ability to apply knowledge of mathematics, science, and engineering to problem solving.

1,2

b An ability to design and conduct experiments, as well as to analyze and interpret data.

1, 2,3

c An ability to design a system, component, or process to meet desired needs within realistic constraints such as economic, environmental, social, political, ethical, health and safety, manufacturability and sustainability.

1, 2, 3

d An ability to function on multidisciplinary teams. 3,1,2

e An ability to identify, formulates, and solves engineering problems.

2,1

f An understanding of professional and ethical responsibility. 1,3,2

g An ability to communicate effectively. 2,3

h The broad education necessary to understand the impact of engineering solutions in a global, economic, environmental, and societal context.

1, 3

i Recognition of the need for, and an ability to engage in life-long learning.

2, 3

j Knowledge of contemporary issues. 3,2

k An ability to work for the infrastructural development, to pursue teaching, research & development activities and to work effectively in a group.

1, 2,3

l An ability to use the techniques, skills and modern engineering tools necessary for engineering practice.

2, 3,1

COURSE OUTCOME :

1. Understand various methods and techniques of surveying and its applications (levelling, compass survey ,contouring and curve settings etc.)

2. Apply the concept of Tacheometry in surveying difficult and hilly terrains to obtain the topographical map of area

3. Ability to use survey instruments in carrying out survey ,collect data ,write reports and able to perform required calculations to achieve the objective.

Subject Identified Course outcome (CO) Mapping with PEO and PO

BTCE304

Surveying1. Students should be able to understand various methods and techniques of surveying and its applications (levelling, compass survey ,contouring and curve settings etc.)

2. Students should be able to apply the concept of Tacheometry in surveying difficult and hillyterrains to obtain the topographical map of the area

3. Students should demonstrate the ability to use instruments in carrying out survey ,collect data ,write reports and able to perform required calculations to achieve the objective.

a,b, c,d, e, f, g,h, j, k, l

1, 2,3

Course Outcome(CO) and their mapping With Program outcome (PO)

BTCE-605

P.P

C.O a b c d e f g h i j k l

1. Students should be able to understand various methods and techniques of surveying and its

H M M M M M

applications (levelling, compass survey ,contouring and curve settings etc.)

2. Students should be able to apply the concept of Tacheometry in surveying difficult and hilly terrains to obtain the topographical map of the area

M H L M L L

3. Students should demonstrate the ability to use instruments in carrying out survey ,collect data ,write reports and able to perform required calculations to achieve the objective

M H L M H M M M M L M

Syllabus of BTCE 304 (Surveying)

Introduction: Definition, principles of surveying, different types of surveys, topographical map,scale of map.

Chain and Compass Surveying: Measurement of distances with chain and tape, direct &ranging, offsets, bearing and its measurement with prismatic compass, calculation of angles from bearings.

Plane Table Surveying: Setting up the plane table and methods of plane tabling.

Levelling & Contouring: Setting up a dumpy level, booking and reducing the levels by rise &fall method and height of instrument method, correction due to curvature and refraction,characteristics of contours, methods of contouring, uses of contour maps.

Theodolite Traversing: Temporary and permanent adjustments, measurement of horizontal andvertical angles, adjustment of closing error by Bowditch & Transit rules.

Tachometry: Definition, determination of tachometer constants and reduced level fromtachometric observations.

Triangulation: Selection of stations and base line, corrections for base line, satellite station and

reduction to centre.

Curves: Elements of a simple curve, different methods of setting out of simple circular curve.

S.No Topic C.O.1 C.O.2 C.O.31 Introduction: Definition, principles of

surveying, different types of surveys, topographical map,scale of map

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2 Chain and Compass Surveying: Measurement of distances with chain and tape, direct &ranging, offsets, bearing and its measurement with prismatic compass, calculation of angles from bearings.

√

3 Plane Table Surveying: Setting up the plane table and methods of plane tabling.

√ √

4 Levelling & Contouring: Setting up a dumpy level, booking and reducing the levels by rise &fall method and height of instrument method, correction due to curvature and refraction,characteristics of contours, methods of contouring, uses of contour maps

√ √

5 Theodolite Traversing: Temporary and permanent adjustments, measurement of horizontal andvertical angles, adjustment of closing error by Bowditch & Transit rules.

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6 Tachometry: Definition, determination of tachometer constants and reduced level from tachometric observations.

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7 Triangulation: Selection of stations and base line, corrections for base line, satellite station and reduction to centre.

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8 Curves: Elements of a simple curve, different methods of setting out of simple circular curve

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Subject: BTCE-810 GROUND IMPROVEMENT TECHNIQUES

Introduction to soil improvement without the addition of materials - dynamic compaction equipment used - application to granular soils - cohesive soils - depth of improvement – environmental considerations - induced settlements - compaction using vibratory probes - vibro techniques vibro equipment - the vibro compaction and replacement process - control of verification of vibro techniques- vibro systems and liquefaction - soil improvement by thermal treatment - preloading techniques -surface compaction introduction to bio technical stabilizationIntroduction to soil improvement with the addition of materials - lime stabilization - lime column method - stabilization of soft clay or silt with lime - bearing capacity of lime treated soils – settlement of lime treated soils - improvement in slope stability - control methods - chemical grouting – commonly used chemicals - grouting systems - grouting operations - applications - compaction grouting - introduction - application and limitations - plant for preparing grouting materials - jet grouting – jet grouting process - geometry and properties of treated soils - applications - slab jacking - gravel - sand -stone columnsSoil improvement using reinforcing elements - introduction to reinforced earth - load transfer mechanism and strength development - soil types and reinforced earth - anchored earth nailing reticulated micro piles - soil dowels - soil anchors - reinforced earth retaining walls.Geotextiles - Behaviour of soils on reinforcing with geotextiles - effect on strength, bearing capacity, compaction and permeability - design aspects - slopes - clay embankments - retaining walls –pavements.

Course Outcomes

Course outcomes are statements of what a student should know, understand and/or be able to demonstrate after completion of a course.

1CO 1. To gain an understanding of the concepts behind various ground improvement techniques.

CO 2. To identify appropriate techniques for various ground conditions.

CO 3. To predict the behaviour of ground after improvement.


CO\PO a b c d e f g h i j k lCO1 M H H M M HCO2 M H H M M H CO3 H M M M M

Mapping of course content with CO:

Sr. No.

Content CO1 CO2 CO3

1.

Introduction to soil improvement without the addition of materials - dynamic compaction equipment used - application to granular soils - cohesive soils - depth of improvement – environmental considerations - induced settlements - compaction using vibratory probes - vibro techniques vibro equipment - the vibro compaction and replacement process - control of verification of vibro techniques- vibro systems and liquefaction - soil improvement by thermal treatment - preloading techniques -surface compaction introduction to bio technical stabilization.

√ √ √

2.

Introduction to soil improvement with the addition of materials - lime stabilization - lime column method - stabilization of soft clay or silt with lime - bearing capacity of lime treated soils – settlement of lime treated soils - improvement in slope stability - control methods - chemical grouting – commonly used chemicals - grouting systems - grouting operations - applications - compaction grouting - introduction - application and limitations - plant for preparing grouting materials - jet grouting – jet grouting process - geometry and properties of treated soils - applications - slab jacking - gravel - sand -stone columns.

√ √ √

3.

Soil improvement using reinforcing elements - introduction to reinforced earth - load transfer mechanism and strength development - soil types and reinforced earth - anchored earth nailing reticulated micro piles - soil dowels - soil anchors - reinforced earth retaining walls.

√ √ √

4. Geotextiles - Behaviour of soils on reinforcing with geotextiles - effect on strength, bearing

√ √ √

capacity, compaction and permeability - design aspects - slopes - clay embankments - retaining walls –pavements.

SOM LABBTCE 307

The program educational objectives (PEO)



4. To train students in a manner that they should function effectively in the multicultural and multidisciplinary groups for the sustainable development and growth of civil engineering projects and profession

Program outcome (PO) and their mapping with PEO

Program outcome (PO) Programme Education Objective (PEO)


1


1, 2


1, 2, 3

d An ability to function on multidisciplinary teams. 3e An ability to identify, formulates, and solves

engineering problems. 2

f An understanding of professional and ethical responsibility.

3

g An ability to communicate effectively. 3h The broad education necessary to understand the

impact of engineering solutions in a global, economic, environmental, and societal context.

1, 3


2, 3

j Knowledge of contemporary issues. 3k An ability to use the techniques, skills and modern

engineering tools necessary for engineering practice2, 3

l An ability to work for the infrastructural development, to pursue teaching, research & development activities and to work effectively in a group.

1, 3

List of experiments:

1. Draw Stress Strain curve for Ductile and Brittle material in tension.

2. Draw Stress Strain curve for Ductile and Brittle material in compression.

3. Draw shear stress, shear strain curve for ductile and brittle material in torsion strength testing

4. Draw load deflection curve for spring in loading and unloading conditions.

5. To determine the hardness of the given material by Rockwell and Brinell hardness testing machine.

6. To determine the fatigue strength of the material.

7. To determine the impact strength by Izod and Charpy test.

8. To determine the load carrying capacity of the leaf spring.

9. To test a mild steel and cast iron specimen in double shear.

CO of SOM7. Students will be able to apply the linear laws of elasticity as related to stress and strain.8. Students will be able to understand the deflection of different sections at different loading

conditions..9. Students will be able to demonstrate the properties of different materials.10. Students will be able to analyse the bending stress on different types of sections.


CO/PO a b c d e f g h i j k lCO1 H H H MCO2 H H MCO3 H H H M

CO4 H H H M


CONTENT CO1 CO2 CO3 CO4 Draw Stress Strain curve for Ductile and Brittle material in tension

√ √

Draw Stress Strain curve for Ductile and Brittle material in compression

√ √

Draw shear stress, shear strain curve for ductile and brittle material in torsion strength testing

√ √ √

Draw load deflection curve for spring in loading and unloading conditions.

√

To determine the hardness of the given material by Rockwell and Brinell hardness testing machine.

√

To determine the fatigue strength of the material. √To determine the impact strength by Izod and Charpy test √To determine the load carrying capacity of the leaf spring. √

To test a mild steel and cast iron specimen in double shear √ √

Geotechnical Engineering (BTCE-818)

Course Outcomes


CO 1. To understand the origin of soil and to identify different types of soil.

CO 2. To understand the various physical and engineering characteristics of different types of soil.

CO 3. To understand the concept of slope stability.

CO 4. To appreciate the use of modern technology in the field of geotechnical engineering.

Syllabus BTCE-502 Geotechnical Engineering

1. Basic Concepts: Definition of soil and soil mechanics, common soil mechanics problems inCivil Engineering. Principal types of soils. Important properties of very fine soil. Characteristicsof main Clay mineral groups. Weight volume relationship and determination of specific gravityfrom pycnometer test. Field density from sand replacement method and other methods.2. Index Properties: Grain size analysis. Stokes’s law and Hydrometer analysis. Consistencyand sensitivity of Clay, Atterbeg Limits, Flow Index and Toughness Index. Underlying theory ofshrinkage limit determination. Classification of coarse and fine grained soils as per IndianStandard.3. Compaction: Definition and object of compaction and concept of O.M.C. and zero Air VoidLine.Modified proctor Test. Factors affecting compaction Effect of compaction on soil propertiesand their discussion. Field compaction methods- their comparison of performance andrelativesuitability. Field compacative effort, Field control of compaction by proctor.4. Consolidation: Definition and object of consolidation, Difference between compaction andconsolidation. Concept of various consolidation characteristics i.e. av, mv and cv, primary andsecondary consolidation. Terzaghi's Differential equation and its derivation. Boundary conditionsfor Terzaghi's solution for one dimensional consolidation concept of cv, tv & U. consolidationtest determination of cv from curve fitting methods, consolidation pressure determination.Normally consolidated and over consolidated clays. Causes of over-consolidation. Effect ofdisturbance on e-Logσ curves of normally consolidated clays, importance of consolidationsettlement in the design of structures.5. Permeability and Seepage: Concept of effective stress principal, seepage pressure, criticalhydraulic gradient and quick sand condition. Capillary phenomenon in soil. Darcy’s Law and itsvalidity, seepage velocity, co-efficient of permeability (k) and its determination in the laboratory.Average permeability of startified soil mass, factors affecting 'k' and brief discussion.6. Shear Strength: Stress analysis of a two dimensional stress system by Mohr circle. Conceptof pole. Coulomb's law of shear strength coulomb - Mohr strength theory. Relation betweenprincipal stesses at failure. Direct, triaxial and unconfined shear strength tests. Triaxial sheartests based on drainage conditions typical strength envelopes for clay obtained from these tests.Derivation of skempton's pore pressure parameters. Stress strain and volume changecharacteristics of sands.7.Stability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0analysis and c=0 analysis - friction circle method - Taylor’s stability number - stability charts -sliding block analysis.


TOPICS CO1 CO2 CO3 CO4

Basic Concepts: Definition of soil and soil mechanics, common soil mechanics problems inCivil Engineering. Principal types of soils. Important properties of very fine soil. Characteristicsof main Clay mineral groups. Weight volume relationship and determination of specific gravityfrom pycnometer test. Field density from sand replacement method and other methods.

√ √ √

2. Index Properties: Grain size analysis. Stokes’s law and Hydrometer analysis. Consistencyand sensitivity of Clay, Atterbeg Limits, Flow Index and Toughness Index. Underlying theory ofshrinkage limit determination. Classification of coarse and fine grained soils as per IndianStability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0analysis and c=0 analysis - friction circle method - Taylor’s stability number - stability charts -sliding block analysis.Standard.

√ √

Compaction: Definition and object of

√ √

compaction and concept of O.M.C. and zero Air VoidLine.Modified proctor Test. Factors affecting compaction Effect of compaction on soil propertiesand their discussion. Field compaction methods- their comparison of performance andrelativesuitability. Field compacative effort, Field control of compaction by proctor.

Consolidation: Definition and object of consolidation, Difference between compaction andconsolidation. Concept of various consolidation characteristics i.e. av, mv and cv, primary andsecondary consolidation. Terzaghi's Differential equation and its derivation. Boundary conditionsfor Terzaghi's solution for one dimensional consolidation concept of cv, tv & U. consolidationtest determination of cv from curve fitting methods, consolidation pressure determination.Normally consolidated and over consolidated clays. Causes of over-consolidation. Effect ofdisturbance on e-Logσ curves of normally consolidated clays, importance of consolidationsettlement in the design of structures.

√ √

Permeability and Seepage: Concept of effective stress principal, seepage pressure, criticalhydraulic gradient and quick sand condition. Capillary phenomenon in soil. Darcy’s Law and itsvalidity, seepage velocity, co-efficient of permeability (k) and its determination in the laboratory.Average permeability of startified soil mass, factors affecting 'k' and brief discussion.

√ √

Shear Strength: Stress analysis of a two dimensional stress system by Mohr circle. Conceptof pole. Coulomb's law of shear strength coulomb - Mohr strength theory. Relation betweenprincipal stesses at failure. Direct, triaxial and unconfined shear strength tests. Triaxial sheartests based on drainage conditions typical strength envelopes for clay obtained from these tests.Derivation of skempton's pore pressure parameters. Stress strain and volume changecharacteristics of sands.

√ √

Stability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0analysis and c=0 analysis - friction circle method - Taylor’s stability number -

√ √

stability charts -sliding block analysis.


A B C D E F G H I J K L

co1 M M M M H

co2 H M H L M M M M

co3 H H M H M H H M

co4 M L H H H

Mapping of Course Outcome with Program Outcome

Hydrology and Dams(CE-402)

PO

CO a b c d e f g h i j k l

CO-I Students will be able to design rain gauge network and can calculate depth of

precipitation over the basin. H H L L H M M M H H

CO-II Students will be able to estimate peak flows and fix design flood by different methods.

H H M L H M L M H H

CO-III Students will be able to select the type of dam according to site requirements

M M L L H L M M H M H

CO-IV Students will be able to classify and check the stability of different types of dams. H H M L H L M M M H M

Mapping of Course Outcome with Programme Education Objective Hydrology and Dams(CE-402)

PEO

CO1 2 3

CO-I Students will be able to design rain gauge network and calculate depth of precipitation over the basin. H H L

CO-II Students will be able to estimate peak flows and fix design floods by different methods. H M L

CO-III Students will be able to select the type of dam according to site requirements. H L M

CO-IV Students will be able to classify and check the stability of different types of dams. M H L

Subject: Disaster Management (BTCE-802)

Course Outcomes Course outcomes are statements of what a student should know, understand and/or be able to demonstrate after completion of a course.

SyllabusIntroduction to Disaster Management: Define and describe disaster, hazard, emergency,vulnerability, risk and disaster management; Identify and describe the types of natural and non-natural disasters. Important phases of Disaster Management Cycle.Disaster Mitigation and Preparedness: Natural Hazards: causes, distribution pattern, consequences and mitigation measures for earth quake, tsunami, cyclone, flood, landslide drought etc. Man-made hazards: causes, consequences mitigation measures for various industrial hazards/disasters, Preparedness for natural disasters in urban areas.Hazard and Risk Assessment: Assessment of capacity, vulnerability and risk, vulnerability and risk mapping, stages in disaster recovery and associated problems.Emergency Management Systems (EMS): Emergency medical and essential public health services, response and recovery operations, reconstruction and rehabilitation.Capacity Building: Gender sensitive disaster management approach and inculcate new skills and sharpen existing skills of government officials, voluntary activists, development of professional and elected representative for effective disaster management, role of media in effective disaster management, overview of disaster management in India, role of agencies like NDMA, SDMA and other International agencies, organizational structure, role of insurance sector, DM act and NDMA guidelines..Application of Geoinformatics and Advanced Techniques: Use of Remote Sensing Systems (RSS) and GIS in disaster Management, role of knowledge based expert systems in hazard scenario, using risks-time charts to plan for the future, early warning systems.Integration of public policy: Planning and design of infrastructure for disaster management,Community based approach in disaster management, methods for effective dissemination ofinformation, ecological and sustainable development models for disaster management.Case Studies: Lessons and experiences from various important disasters with specific reference to Civil Engineering.

After the completion of this course

CO 1. Students will able to identify various types of disasters, its causes, effect & mitigation of each and describe the various important phases of disaster management cycle having concern of vulnerability & risk for mankind and need of emergency management system to tackle the problems.CO 2. Students will be able to understand the role of media, various agencies, and technology for the capacity building for effective disaster management & preparedness for future through various case studies.CO 3. Students will understand that how disaster management can be integrated with public policy and how planning & design of infrastructure, community based approach and various ecological & sustainable models can be used for effective disaster management.

Mapping of CO with PO CO\ a b c d e f g h i j k l

POCO1 H H M H M M L MCO2 H M M L M M MCO3 H L M M M M

Mapping of course content with COS.N

.Content CO1 CO2 CO3

1. Introduction to Disaster Management: Define and describe disaster, hazard, emergency, vulnerability, risk and disaster management; Identify and describe the types of natural and non-natural disasters. Important phases of Disaster Management Cycle.

√

2. Disaster Mitigation and Preparedness: Natural Hazards: causes, distribution pattern, consequences and mitigation measures for earth quake, tsunami, cyclone, flood, landslide drought etc. Man-made hazards: causes, consequences mitigation measures for various industrial hazards/disasters, Preparedness for natural disasters in urban areas.

√

3. Hazard and Risk Assessment: Assessment of capacity, vulnerability and risk, vulnerability and risk mapping, stages in disaster recovery and associated problems.

√

4. Emergency Management Systems (EMS): Emergency medical and essential public health services, response and recovery operations, reconstruction and rehabilitation.

√

5. Capacity Building: Gender sensitive disaster management approach and inculcate new skills and sharpen existing skills of government officials, voluntary activists, development of professional and elected representative for effective disaster management, role of media in effective disaster management, overview of disaster management in India, role of agencies like NDMA, SDMA and other International agencies, organizational structure, role of insurance sector, DM act and NDMA guidelines..

√

6. Application of Geoinformatics and Advanced Techniques: Use of Remote Sensing Systems (RSS) and GIS in disaster Management, role of knowledge based expert systems in hazard scenario, using risks-time charts to plan for the future, early warning systems.

√

7. Integration of public policy: Planning and design of infrastructure for disaster management, Community based approach in disaster management, methods for effective dissemination of information, ecological and sustainable development models for disaster management.

√

8. Case Studies: Lessons and experiences from various important disasters with specific reference to Civil Engineering.

√

Mapping of PEO with PO

PEO\PO

a b c d e f g h i j k l

1 √ √ √ √ √ √2 √ √ √ √ √ √3 √ √ √ √ √ √ √ √ √

But it is better to use following this format in presentation

Mapping of PEO with PO

PEO\PO


1 H H M M L H H2 H M H M M H3 H H M H M M M L H

Subject: Transport Engineering-I (BTCE-504)

Course Outcomes


Syllabus

Highway Engineering1. Introduction: Importance of Transportation, Different Modes of Transportation, Characteristics of Road Transport.2. Highway Development & Planning: Principles of Highway Planning, Road Development in India, Classification of Roads, Road Patterns, Planning Surveys.3. Highway Alignment: Requirements, Alignment of Hill Roads, Engineering Surveys.4. Highway Geometric Design: Cross Section Elements, Carriageway, Camber, Sight Distances, Horizontal Curves, Extra-widening, Super-elevation, Vertical Curves.5. Highway Materials: Properties of Sub-grade and Pavement Component Materials, Testson Sub-grade Soil, Aggregates and Bituminous Materials.6. Highway Construction: Earthen/Gravel Road, Water Bound Macadam, Wet Mix Macadam, Bituminous Pavements, Cement Concrete Pavements.7. Highway Drainage and Maintenance: Importance of drainage and maintenance, SurfaceDrainage and Subsoil Drainage, Construction in Water-logged areas, Pavement Failures, Pavement Evaluation, Maintenance and Strengthening Measures.8. Highway Economics & Financing: Total Transportation Cost, Economic Analysis,Sources of Highway Financing.Traffic Engineering9. Traffic Characteristics: Road User Characteristics, Driver Characteristics, VehicularCharacteristics.10. Traffic Studies: Volume Studies, Speed Studies, O-D Survey, Parking Study.11. Traffic Safety and Control Measures: Traffic Signs, Markings, Islands, Signals, Causeand Type of Accidents, Use of Intelligent Transport System.12. Traffic Environment Interaction: Noise Pollution, Vehicular Emission, PollutionMitigation Measures.


CO 1. Students will understand the importance & characteristics of road transport for geometric design of various roads with proper alignment based on planning principles, survey data, economics & finance data.CO 2. Students will be able to recognize the knowledge of highway materials & construction of various types of roads and identify the problems associated with roads & remedies for same. CO 3. Students will understand the traffic characteristics, interpretation of traffic data & it’s uses, traffic safety & various control measures and traffic environment interaction for safe & healthy environment.

Mapping of CO with PO CO\PO a b c d e f g h i j k lCO1 H M M M M L M H MCO2 H H M M M M H HCO3 M H M M M L H

Mapping of course content with COS.N.

Content CO1 CO2 CO3

1. Introduction: Importance of Transportation, Different Modes of Transportation, Characteristics of Road Transport.

√

2. Highway Development & Planning: Principles of Highway Planning, Road Development in India, Classification of Roads, Road Patterns, Planning Surveys.

√

3. Highway Alignment: Requirements, Alignment of Hill roads, Engineering Surveys.

√

4. Highway Geometric Design: Cross Section Elements, Carriageway, Camber, Sight Distances, Horizontal Curves, Extra-widening, Super-elevation, Vertical Curves.

√

5. Highway Materials: Properties of Sub-grade and Pavement Component Materials, Tests on Sub-grade Soil, Aggregates and Bituminous Materials.

√

6. Highway Construction: Earthen/Gravel Road, Water Bound Macadam, Wet Mix Macadam, Bituminous Pavements, Cement Concrete Pavements.

√

7. Highway Drainage and Maintenance: Importance of drainage and maintenance, Surface Drainage and Subsoil Drainage, Construction in Water-logged areas, Pavement Failures, Pavement Evaluation, Maintenance and Strengthening Measures.

√

8. Highway Economics & Financing: Total Transportation Cost, Economic Analysis,Sources of Highway Financing.

√

9. Traffic Characteristics: Road User Characteristics, Driver Characteristics, Vehicular Characteristics.

√

10 Traffic Studies: Volume Studies, Speed Studies, O-D Survey, Parking Study.

√

11. Traffic Safety and Control Measures: Traffic Signs, Markings, Islands, Signals, Cause and Type of Accidents, Use of Intelligent Transport System.

√

12. Traffic Environment Interaction: Noise Pollution, Vehicular Emission, Pollution Mitigation Measures.

√

Subject - IRRIGATION ENGINEERING-II BTCE 803

Syllabus

Head Works

:Types of head works, Functions and investigations of a diversion head work : component parts of a diversion head work and their design considerations, silt control devices

Theories of Seepage

Seepage force and exit gradient, assumptions and salient features of Bligh’s Creep theory, Limitations of Bligh’s Creep theory, salient features of Lane’s weighted Creep theory and Khosla’s theory, Comparison of Bligh's Creep theory and Khosla's theory, Determination of uplift pressures and floor thickness.

Design of Weirs

Weirs versus barrage, types of weirs, main components of weir, causes of failure of weir and design considerations with respect to surface flow, hydraulic jump and seepage flow. Design of barrage or weir.

Energy Dissipation Devices

Use of hydraulic jump in energy dissipation, Factors affecting design, Types of energy dissipators and their hydraulic design.

Canal Regulators

Off take alignment, cross regulators their functions and design, Distributory head regulators, their design, canal escape.

Canal Falls

Necessity and location, types of falls and their description, selection of type of falls, Principles of design, Design of Sarda type, straight glacis and Inglis or baffle

wall falls.

Cross Drainage works

Definitions, choice of type, Hydraulic design consideration,Aqueducts their types an design, siphon aqueducts their types and design considerations, super passages, canal siphons and level crossing.

Canal Outlets

Essential requirements, classifications, criteria for outlet behaviors, flexibility, proportionality, sensitivity, sensitiveness, etc. Details and design of non modular, Semi modular and modular outlets.

Course Outcomes



CO 1 Students will be able to analyse the structures for seepage and uplift pressure.

CO 2 Students will be able to understand the functioning of Diversion Headwork and use of energy dissipation devices.

CO 3 Students will be able to envisage the selection of type of fall and outlet and choice of different cross drainage works according to situation.

CO 4 Students will be able to utilize the concept of hydraulic design in the devising the water distribution system ,regulators, falls, outlets and weirs of irrigation network.

MAPPING OF PO and CO

CO/

PO


CO1 H H

CO2 H H H

CO3 H H

CO4 H H H H


Syllabus

Head Works


Theories of Seepage


Design of Weirs




Canal Regulators


Canal Falls


wall falls.



Canal Outlets


Course Outcomes








CO/

PO


CO1 H H

CO2 H H H

CO3 H H

CO4 H H H H


Syllabus

Head Works


Theories of Seepage


Design of Weirs




Canal Regulators


Canal Falls


wall falls.



Canal Outlets


Course Outcomes








CO/

PO


CO1 H H

CO2 H H H

CO3 H H

CO4 H H H H

Mapping of COs with Syllabus

S.No Content CO1 CO2 CO3 CO4

1 Types of head works, Functions and investigations of a diversion head work : component parts of a diversion head work and their design considerations, silt control devices

√

2 Theories of Seepage: Seepage force and exit gradient, assumptions and salient features of Bligh’s Creep theory, Limitations of Bligh’s Creep theory, salient features of Lane’s weighted Creep theory and Khosla’s theory, Comparison of Bligh's Creep theory and Khosla's theory, Determination of uplift pressures and floor thickness.

√

3 Design of Weirs: Weirs versus barrage, types of weirs, main components of weir, causes of failure of weir and design considerations with respect to surface flow, hydraulic jump and seepage flow. Design of barrage or weir.

√ √

4 Energy Dissipation Devices: Use of hydraulic jump in energy dissipation, Factors affecting design, Types of energy dissipators and their hydraulic design.

√

5 Canal Regulators Offtake alignment, cross regulators their functions and design, Distributory head regulators, their design, canal escape.

√

6 Canal Falls: Necessity and location, types of falls and their description, selection of type of falls, Principles of design, Design of Sarda type, straight glacis and Inglis or baffle

wall falls

√ √

7 Cross Drainage works: Definitions, choice of type, Hydraulic design consideration,Aqueducts their types an design, siphon aqueducts their types and design considerations, super Passages, canal siphons and level crossing.

√ √

8 Canal Outlets: Essential requirements, classifications, criteria for outlet behaviors,flexibility, proportionality, sensitivity, sensitiveness, etc. Details and design of non modular, Semi modular and modular outlets.

√ √

BTCE305 Building Material & Construction

The program educational objectives (PEO)



7. To train students in a manner that they should function effectively in the multicultural and multidisciplinary groups for the sustainable development and growth of civil engineering projects and profession

Program outcome (PO) and their mapping with PEO

Program outcome (PO) Programme Education Objective (PEO)


1


1, 2


1, 2, 3

d An ability to function on multidisciplinary teams. 3e An ability to identify, formulates, and solves

engineering problems. 2

f An understanding of professional and ethical responsibility.

3

g An ability to communicate effectively. 3h The broad education necessary to understand the

impact of engineering solutions in a global, economic, environmental, and societal context.

1, 3


2, 3

j Knowledge of contemporary issues. 3k An ability to use the techniques, skills and modern

engineering tools necessary for engineering practice2, 3

l An ability to work for the infrastructural development, to pursue teaching, research & development activities and to work effectively in a group.

1, 3

Syllabus

Building Stones & Bricks: General, Characteristics of a good building stone, Deterioration and

preservation of stones, Artificial Stones , Composition of good brick earth, Qualities of good

bricks, Classification of bricks, Tests on bricks, Varieties of fire bricks.

Cement: Composition of cement, Raw Materials, Manufacturing process, Varieties of cement,

Hydration of cement, Properties , testing of cement.

Concrete : Introduction, Constituents of concrete, Batching of materials, Manufacturing process

of cement concrete, workability and factors affecting it, Methods to determine workability,

segregation and bleeding of concrete, Strength of concrete and factors affecting it.

Timber: Structure of a tree , classification of trees, Defects in timber, Qualities of good a timber,

Seasoning of timber , Decay of timber, Preservation of timber

Miscellaneous materials: Paints, Distempering, Glass, Plastics.

Foundation and Walls : Definition, types of foundations, causes of failures of foundation and

remedial measures ,Types of walls and thickness considerations.

Brick and stone masonry: Terms used, Types of bonds & their merits and demerits, rubble and

ashlar joints in stone masonry, cement concrete hollow blocks and their advantages and

disadvantage.

Damp Proofing: Sources, causes and bad effects of dampness, preventive measures for

dampness in buildings.

Roofs: Terms used, Classification of roofs and roof trusses, Different roof covering materials.

Plastering and pointing: Objects,Methods of plastering , Materials and types, Defects in

plastering, Special material for plastered surface, Distempering white washing and colour

washing.

Floors: General,Types of floors used in building & and their suitability, factors for selecting

suitable floor for building.

Miscellaneous topics: Building Services – Plumbing service, Electrical services, Air

conditioning, Accoustics and sound insulation, Fire protection measures, Lift

CO of BMC11. Students will be able to know about the characteristics, sources and defects in various

materials. .12. Students will be able to design and test the materials either in the laboratory or in the field

before their actual use at the site.13. Students will be able to develop skill to know various methods and techniques in

construction. .14. Students will be able to attain the knowledge of different components of building, their

classification, and methods of construction and causes of their failure.15. Students will be able to become efficient to know various defects in building and remedial

measures for proper maintenance of the building.


CO/PO a b c d e f g h i j k lCO1 H MCO2 M H HCO3 M MCO4 H HCO5 M M


CONTENT CO1 CO2 CO3 CO4 CO5 Building Stones & Bricks: General,Characteristics of a good building stone,Deterioration and preservation of stones, Artificial Stones , Composition of good brick earth, Qualities of good bricks, Classification of bricks, Tests on bricks, Varieties of fire bricks.

√

Cement: Composition of cement, Raw Materials, Manufacturing process, Varieties of cement, Hydration of cement, Properties , testing of cement.

√

Concrete : Introduction, Constituents of concrete, Batching of materials, Manufacturing process of cement concrete, workability and factors affecting it, Methods to determine workability, segregation and bleeding of concrete, Strength of concrete and factors affecting it

√

Timber: Structure of a tree , classification of trees, Defects in timber, Qualities of good a timber, Seasoning of timber , Decay of timber, Preservation of timber

√

Miscellaneous materials: Paints, Distempering, Glass, Plastics.

√

Foundation and Walls : Definition, types of foundations, causes of failures of foundation and remedial measures ,Types of walls and thickness considerations.

√

Brick and stone masonry: Terms used, Types of bonds & their merits and demerits, rubble and ashlar joints in stone masonry, cement concrete hollow blocks and their advantages and disadvantage.

√

Damp Proofing: Sources, causes and bad effects of dampness, preventive measures for dampness in buildings.

√

Roofs: Terms used, Classification of roofs and roof trusses, Different roof covering materials.

√

Plastering and pointing: Objects ,Methods of plastering , Materials and types, Defects in plastering, Special material for plastered surface, Distempering white washing and colour washing.

√

Floors: General ,Types of floors used in building & and their suitability, factors for selecting suitable floor for building.

√

Miscellaneous topics: Building Services – Plumbing service, Electrical services, Air conditioning, Accoustics and sound insulation, Fire protection measures, Lift

√

Environmental Engineering – I (BTCE-505)

1. Introduction: Beneficial uses of water, water demand, per capita demand, variations in

demand, water demand for fire fighting, population forecasting and water demand estimation.

2. Water sources and development: Surface and ground water sources; Selection and

development of sources; Assessment of potential; Flow measurement in closed pipes, intakes and

transmission systems.

3. Pumps and pumping stations: Types of pumps and their characteristics and efficiencies; Pump

operating curves and selection of pumps; pumping stations.

4. Quality and Examination of Water: Impurities in water, sampling of water, physical, chemical

and bacteriological water quality parameters, drinking water quality standards and criteria.

5. Water treatment: Water treatment schemes; Basic principles of water treatment; Design of

plain sedimentation, coagulation and flocculation, filtration – slow, rapid and pressure;

Disinfection units; Fundamentals of water softening, fluoridation and deflouridation, and water

desalination and demineralization, taste and odour removal.

6. Transportation of Water: Pipes for transporting water and their design, water distribution

systems and appurtenances; Water supply network design and design of balancing and service

reservoirs; operation and maintenance of water supply systems.

7. Rural water supply: Principles, selection of source, rain water harvesting, quantitative

requirements, low cost treatment techniques.

CO of Environmental Engineering – I

1. Students will learn to demonstrate a firm understanding of various water quality parameters.

2. Students will understand relevant design criterion, procedures and methods for various water

treatment processes.


CO/PO a b c d e f g h i j k lCO1 H MCO2 H M H


CONTENT CO1 CO2

Introduction: Beneficial uses of water, water demand, per capita

demand, variations in demand, water demand for fire fighting,

population forecasting and water demand estimation.

√

Water sources and development: Surface and ground water sources;

Selection and development of sources; Assessment of potential; Flow

measurement in closed pipes, intakes and transmission systems.

√

Pumps and pumping stations: Types of pumps and their

characteristics and efficiencies; Pump operating curves and selection

of pumps; pumping stations.

√

Quality and Examination of Water: Impurities in water, sampling of

water, physical, chemical and bacteriological water quality

parameters, drinking water quality standards and criteria.

√

Water treatment: Water treatment schemes; Basic principles of water

treatment; Design of plain sedimentation, coagulation and

flocculation, filtration – slow, rapid and pressure; Disinfection units;

Fundamentals of water softening, fluoridation and deflouridation, and

water desalination and demineralization, taste and odour removal.

√

Transportation of Water: Pipes for transporting water and their

design, water distribution systems and appurtenances; Water supply

network design and design of balancing and service reservoirs;

operation and maintenance of water supply systems.

√

Rural water supply: Principles, selection of source, rain water

harvesting, quantitative requirements, low cost treatment techniques. √

Transportation Engineering – II (BTCE-804)

Railway Engineering

1) Introduction to Railway Engineering: History of Railways, Development of Indian Railway, Organisation of Indian Railway, Important Statistics of Indian Railways. Railway Gauges: Definition, Gauges on World Railways, Choice of Gauge, Uniformity of Gauge, Loading Gauge, Construction Gauge.2) Railway Track: Requirements of a Good Track, Track Specifications on Indian Railways, Detailed Cross-Section of Single/Double Track on Indian Railways. Components of Railway Track: Rails, Sleepers, Ballast, Subgrade and Formation, Track Fixtures & Fastenings, Coningof Wheels, Tilting of Rails, Adzing of Sleepers, Rail Joints, Creep of Rails.3) Geometric Design of Railway Track: Alignment, Gradients, Horizontal Curve, Superelevation, Equilibrium Cant, Cant Deficiency, Transition Curves.4) Points and Crossings: Functions, Working of Turnout, Various types of Track Junctions andtheir layouts, Level-crossing.5) Railway Stations & Yards: Site Selection, Classification & Layout of Stations, MarshallingYard, Locomotive Yard, Equipment at Railway Stations & Yards6) Signalling and Interlocking: Objectives, Classification of Signals, Types of Signals in Stationsand Yards, Automatic Signalling, Principal of Interlocking.7) Modernization of Railway Tracks: High Speed Tracks, Improvement in existing track for high speed, Ballastless Track, MAGLEV, TACV Track.

Airport Engineering

8) Introduction to Airport Engineering: Air Transport Scenario in India and Stages of Development, National and International Organizations.9) Airport Planning: Aircraft Characteristics, Factors for Site Selection, Airport Classification,General Layout of an Airport. Obstructions and Zoning Laws, Imaginary Surfaces, ApproachZones and Turning Zones.10) Runway Orientation and Design: Head Wind, Cross Wind, Wind Rose Diagram, Basic Runway Length, Corrections, Geometric Design Elements, Runway Configuration.11) Taxiway and Aircraft Parking: Aircraft Parking System. Main Taxiway, Exit Taxiway, Separation Clearance, Holding Aprons.12) Visual Aids: Marking and Lighting of Runway and Taxiway, Landing Direction Indicator, and Wind Direction Indicator, IFR/VFR.

CO of Transportation Engineering – II

1. Students will be able to understand the functions of components of railway track

2. Students will be able to apply existing technology to the design, construction, and maintenance of railway physical facilities.

3. Students will become aware of the current international technology relative to Railway Engineering.

4. Students will be able to develop an awareness of major issues and problems of current interest to the Airport Engineering


CO/PO a b c d e f g h i j k lCO1 H MCO2 H H M M MCO3 H H HCO4 M H M


CONTENT CO1 CO2 CO3 CO4

Railway Engineering Introduction to Railway Engineering: History of Railways, Development of Indian Railway, Organisation of Indian Railway, Important Statistics of Indian Railways. Railway Gauges: Definition, Gauges on World Railways, Choice of Gauge, Uniformity of Gauge, Loading Gauge, Construction Gauge.

√

Railway Track: Requirements of a Good Track, Track Specifications on Indian Railways, Detailed Cross-Section of Single/Double Track on Indian Railways. Components of Railway Track: Rails, Sleepers, Ballast, Subgrade and Formation, Track Fixtures & Fastenings, Coning of Wheels, Tilting of Rails, Adzing of Sleepers, Rail Joints, Creep of Rails.

√

Geometric Design of Railway Track: Alignment, Gradients, Horizontal Curve, Superelevation, Equilibrium Cant, Cant Deficiency, Transition Curves.

√

Points and Crossings: Functions, Working of Turnout, Various types of Track Junctions and their layouts, Level-crossing. Railway Stations & Yards: Site Selection, Classification & Layout of Stations, Marshalling Yard, Locomotive Yard, Equipment at Railway Stations & Yards

√

Signalling and Interlocking: Objectives, Classification of Signals, Types of Signals in Stations and Yards, Automatic Signalling, Principal of Interlocking. Modernization of Railway Tracks: High Speed Tracks, Improvement in existing track for high speed, Ballastless Track, MAGLEV, TACV Track.

√

Airport Engineering Introduction to Airport Engineering: Air Transport Scenario in India and Stages of Development, National and International Organizations. Airport Planning: Aircraft Characteristics, Factors for Site Selection, Airport Classification, General Layout of an Airport. Obstructions and Zoning Laws, Imaginary Surfaces, Approach Zones and Turning Zones.

√

Runway Orientation and Design: Head Wind, Cross Wind, Wind Rose Diagram, Basic Runway Length, Corrections, Geometric Design Elements, Runway Configuration. Taxiway and Aircraft Parking: Aircraft Parking System. Main Taxiway, Exit Taxiway, Separation Clearance, Holding Aprons.Visual Aids: Marking and Lighting of Runway and Taxiway, Landing Direction Indicator, and Wind Direction Indicator, IFR/VFR

√

Syllabus

Subject - Rock Mechanics & Engineering Geology(BTCE302)

General Geology: Importance of Engg. Geology applied to Civil Engg. Practices. Weathering, definition, types and effect. Geological works of rivers, wind, glaciers as agents of erosion, transportation and deposition.Rocks & Minerals: Minerals, their identification, igneous, sedimentary & metamorphic rocks.Classification of rocks for engineering purposes. Rock quality designation (RQD).Structural Geology: Brief idea about stratification, apparent dip, true dip, strike and in conformities. Folds, faults & joints: definition, classification relation to engineering operations.Engineering Geology: Geological considerations in the Engg. Projects like tunnels, highways, foundation, dams, reservoirs. Earthquake: Definition, terminology, earthquake waves, intensity, recording of earthquake.Engineering properties of rocks and laboratory measurement: Uniaxial compression test, tensile tests, permeability test, shear tests, size and shape of specimen rate of testing. Confining pressure, stress strain curves of typical rocks. Strength of intact and fissured rocks, effect of anisotropy, effect of saturation and temperatureIn-situ determination of Engg. Properties of Rock masses: Necessity of in-situ tests, uniaxialload tests in tunnels and open excavations, cable tests, flat jack test, shear test, pressure tunnel test. Simple methods of determining in situ stresses, bore hole testImprovement in properties of Rock masses: Pressure grouting for dams and tunnels, rock reinforcement rock bolting.

Course Outcomes:

1. Students will learn about geology and its types, various features like fault, fissures, weathering etc., minerals, rocks, and rock formations in relation to civil engineering structures.

2. Students will understand various techniques to determine engineering properties of rocks etc.

3. Students will understand various techniques to analyse and to made possible solutions for various Geological Engineering problems.


CO\PO a b c d e f g h i J k l

CO1 H M

CO2 H M H

CO3 M H M H


S.N. Content CO1 CO2 CO31. General Geology: Importance of Engg. Geology

applied to Civil Engg. Practices. Weathering, definition, types and effect. Geological works of rivers, wind, glaciers as agents of erosion, transportation and deposition.

√

2. Rocks & Minerals: Minerals, their identification, igneous, sedimentary & metamorphic rocks.Classification of rocks for engineering purposes.

√ √

Rock quality designation (RQD).

3Structural Geology: Brief idea about stratification, apparent dip, true dip, strike and in conformities. Folds, faults & joints: definition, classification relation to engineering operations.

√

4. Engineering Geology: Geological considerations in the Engg. Projects like tunnels, highways, foundation, dams, reservoirs. Earthquake: Definition, terminology, earthquake waves, intensity, recording of earthquake.

√ √

5. Engineering properties of rocks and laboratory measurement: Uniaxial compression test, tensile tests, permeability test, shear tests, size and shape of specimen rate of testing. Confining pressure, stress strain curves of typical rocks. Strength of intact and fissured rocks, effect of anisotropy, effect of saturation and temperature

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6. In-situ determination of Engg. Properties of Rock masses: Necessity of in-situ tests, uniaxialload tests in tunnels and open excavations, cable tests, flat jack test, shear test, pressure tunnel test. Simple methods of determining in situ stresses, bore hole test

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7. Improvement in properties of Rock masses: Pressure grouting for dams and tunnels, rock reinforcement rock bolting.

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Subject: Transport Engineering Lab (BTCE-508)

Course Outcomes


Syllabus

I Tests on Sub-grade Soil1. California Bearing Ratio Test

II Tests on Road Aggregates2. Crushing Value Test3. Los Angles Abrasion Value Test

4. Impact Value Test5. Shape Test (Flakiness and Elongation Index)

III Tests on Bituminous Materials and Mixes6. Penetration Test7. Ductility Test8. Softening Point Test9. Flash & Fire Point Test10. Bitumen Extraction Test

IV Field Tests11. Roughness Measurements Test by Roughometer12. Benkelman Beam Pavement Deflection Test


CO 1. Students will be able to evaluate strength of subgrade soil by CBR test.CO 2.Students will be able to recognize the knowledge about different physical properties of aggregates by performing different tests on road aggregates. CO 3. Students will outlines the various properties of Bitumen materials & mixes by performing various tests on it.CO4. Students will be able to evaluate the pavement condition by Roughometer and Benkelman Beam Test.


CO\PO


CO1 H H H H H MCO2 M H H M H H MCO3 M M H H M HCO4 H H M M H M


S.NO. Content CO1 CO2 CO3 CO4

1.I Tests on Sub-grade Soil

1. California Bearing Ratio Test√

2.

II Tests on Road Aggregates2. Crushing Value Test3. Los Angles Abrasion Value Test4. Impact Value Test5. Shape Test (Flakiness and Elongation Index)

√

3.

III Tests on Bituminous Materials and Mixes6. Penetration Test7. Ductility Test8. Softening Point Test9. Flash & Fire Point Test10. Bitumen Extraction Test

√

4.

IV Field Tests11. Roughness Measurements Test by Roughometer12. Benkelman Beam Pavement Deflection Test

√

Documents

Co Po of Coming Semester (4)