sem b.e syllabu… · author: administrator created date: 2/18/2020 9:03:25 am

SRI SIDDHARTHA INSTITUTE OF TECHNOLOGY- TUMAKURU (A constituent College of Siddhartha Academy of Higher Education, Tumakuru)

Civil Engineering Department

DEPARTMENT OF CIVIL ENGINEERING

Sem:8th Branch: Civil Engineering

Sl.

No

.

Subject

Code Subject Name L T P C

1 CE8T01 DESIGN & DRAWING OF STEEL STRUCTURES 3 0 2 4

2 CE8T02 BRIDGE ENGINEERING 4 0 0 4

3 CE8PE31

X ELECTIVE -III 4 0 0 4

4 CE8PE42

X ELECTIVE -IV 4 0 0 3

5 CE8PW0

2 PROJECT WORK - IIB 0 0

2

0 10

1

5 0

2

2 25

Program Elective-III:

CE8PE311 Advanced Prestressed Concrete Structures

CE8PE312 Advanced Foundation Design

CE8PE313 Pavement Design

CE8PE314 Earthquake Resistant Design of Structures

CE8PE315 Industrial Waste Water Treatment

CE8PE316 Quality Management System in Civil

Engineering

Program Elective-IV:

CE8PE421 Finite Element Analysis

CE8PE422 Reinforced Earth Structures

CE8PE423 Urban Transport Planning

CE8PE424 Advanced Designs of Steel Structures

CE8PE425 Water Resources Engineering

CE8PE426 Environmental Impact Assessment



Subject Name: DESIGN & DRAWING OF STEEL STRUCTURES

Subject Code: CE8T01 L-T-P-C: 3-0-2-4

Course Objectives:

Course Outcomes

Sl.No Course Objectives

1

This course will enable students to learn basic concepts of steel structures

and prepare the detailed drawings with specifications of steel structures connections

Course

outcome

Descriptions

CO1

Students are able to make drawing to the suitable scale for the beam to

beam connection and beam to column connection, columns splicing both

welded and bolted connections.

CO2 Students are able to make drawing to the suitable scale for the design

given to slab base, gusseted base and grillage foundation.

CO3

Students are able to design and draw to the suitable scale for the roof truss,

And plate girder both welded and bolted.

CO4 Students are able to design and draw to the suitable scale for the gantry

girder.



UNIT Description Hours

PART – A 04 (T) + 11 (D) 15

I CONNECTIONS: Bolted and welded, beam-beam, Beam-column,

seated, stiffened and un-stiffened.

II COLUMNS: Splices, Column-column of same and different sections.

Lacing and battens.

III COLUMN BASES: Slab base and gusseted base, grillage foundation.

PART – B 20 (T) + 15 (D)

35

IV Design and drawing of Roof Truss (Forces in the members to be given)

V

Design and drawing of

i)Bolted and welded plate girder

ii) Gantry girder

Question paper Pattern:

In part A, Two questions to be set, out of which one question to be answered(30%weightage).

ii. In part B, Two questions to be set, out of which one question to be answered (70%weightage).

Text Books:

Sl No Text Book title Author Volume and Year of Edition

1 Design of Steel Structures By Limit

State Method S. S. Bhavikatti Second Edition, I K

International Publishing

House, India, 2010

2 Limit State Design of Steel

Structures S. K. Duggal, Tata McGraw Hill

Education Private Limited,

New Delhi, India, 2015



3 Design of Steel Structures N. Subramanyam

Oxford University Press,

New Delhi, india, 2016.

Third Edition

Reference Book:


1 Design of steel structures Dr N.Rama Chandra

and Virendra Gehlot,

Scientific Publishers,

india , 2009

2 Design of Steel Structures Dr N.Ramachandra. Vol 2 standarad book

house new Delhi

3 Design of Steel Structures P. Dayarathnam Prentice Hall India,

New Delhi, india, 2011

4 IS800-2007, & Steel tables Bureau of Indian

Standards,

General Construction in

Steel Code Practice 3rd

edition



Subject Name: BRIDGE ENGINEERING

Subject Code: CE8T02 L-T-P-C: 4-0-0-4

Course Objectives:

Course Outcomes


1

This course will enable students to learn basic design concepts of bridges and

design of RCC & PSC bridges

Course

outcome

Descriptions

CO1 Students will be made familiar about hydrological data regarding the

bridge site.

CO2 Students will be made familiar about bridge sub structure and IRC loads,

design and maintenance of bridges.

CO3

Students will be made familiar about components of bridge structure and

design Of RC bridge for IRC loads.

CO4

Students will be made familiar about design of PSC bridges and Bridge

bearings.




I

Introduction: Classification of Bridges and their components – Masonry,

Arches RCC, Prestressed Concrete, Steel PSC and composite bridges. Brief

description of different types of bridges. Push box. Investigation of Bridge

Site: Selection Sites –Selection of type of bridge, Geotechnical, Hydrological

investigations.

Stability analysis Bridge Sub-Structures & Foundations: Foundations – Depth

of foundation – Types of foundations (Pile, raft, well and caisson – brief

description only) Coffer dams and Sheet piles.

10

II

Basic definitions Afflux Scour depth Economical span, Linear waterway

Loads on Bridges: Introduction to different types of bridge loading (static,

dynamic, and seismic and IRC) on roads and bridges.

Design of culverts: Pipe culvert & SLAB culverts.

10

III

Design of Box culvert

Design of RCC Bridges: Design of RCC slab bridges using IRC class A and

IRC class AA loading

10

IV Design of RCC T-beams and slab bridge by Courbon’s method for IRC class

‘AA’ loadings and interior panel of RCC bridges,

10

V

Introduction to segmental PSC Bridges Design of PSC slab bridges.

Introduction to Bridge bearings – Types of bearings & functions of bearing –

Loads on bearings - Design of Neoprane bearings

10


1. Each unit will be having two questions.

2. Answer any one full question from each unit.

Note: Study of this course should be based on IS: 456:2000 & IRC6,18,21



Text Books:

Sl

No

Text Book title Author Volume and Year of

Edition

1 Bridge Engineering S.Ponnuswamy McGraw Hill Book

Company, III

Edition, 2016

2 Bridge Engineering Johnson & Victor

Oxford & IBH Publishing

Co New Delhi

3 Design of Bridges Jayram &Jagadish Tata McGraw-Hill

Publishing Co ltd., New

Delhi 2016

Reference Book:

Sl

No

Text Book title Author Volume and Year of

Edition

1 Bridge Engineering S.P.Bindra Dhanpat Rai & SonsNew

Delhi

2 Principles and Practice of Bridge

Engineering

S.P.Bindra Dhanpat Rai & SonsNew

Delhi

3 IRC 6 ,18,21–2000 Standard Specifications

and Code of Practice For

Road Bridges

The Indian Road

Congress New Delhi

4 Design of bridge Dr. Krishna Raju Oxford & IBH

Publishing Co New

Delhi



Syllabus for the Academic Year – 2019 - 2020

Department: CIVIL ENGINEERING Semester: 8TH

Subject Name: ADVANCED PRESTRESSED CONCRETE STRUCTURES

Subject Code: CE8PE311 L-T-P-C:4-0-0-4

Course Objectives :

Course Outcomes


1

This course will enable students to learn design of Pre

Stressed Concrete elements

Course outcome

Descriptions

CO1 understand the concept of anchorage zone stresses in post-tensioned

members and shear and Torsional resistance.

CO2 AnslysePSC member intension and compression.

CO3 AnalyseStatically Indeterminate PSC Structures.

CO4 Design of slab and grid floors and precast elements.




I

Anchorage Zone Stresses In Post-Tensioned Members:

Introduction, stress distribution in end block, investigations on Anchorage

zone stresses, Magnel and Guyon's Methods, Comparative Analysis,

Anchorage zone reinforcement.

10

II

Shear And Torsional Resistance: Shear and principal stresses, ultimate shear

resistance, design of shear reinforcement, Torsion, Design of reinforcement for

torsion.

COMPOSITE BEAMS: Introduction, types of composite beams, analysis for

stresses, differential shrinkage, serviceability limit state. Design for flexural

and shear strength

10

III

Tension Members: Introduction, Ties, Pressure pipes fabrication

process, analysis, design and specifications. Cylindrical containers -

construction techniques, analysis, design and specifications.

Statically Indeterminate Structures: Introduction, Advantages of continuous

members, effect of prestressing in indeterminate structures, methods of

analysis for secondary moments, concordant cable profile, Guyon's theorem,

Ultimate load analysis, Design of continuous beams and portal frames.

10

IV Compression Members: Introduction, Columns, short columns, long

columns, biaxially loaded columns, Design specifications.

10

V

Slab and Grid Floors: Types of floor slabs, Design of one way ,two way and

flat slabs. Distribution of prestressing tendons, Analysis and design of grid

floors.

Precast Elements: Introduction, Prestressed concrete poles-manufacturing

techniques, shapes and cross sectional properties, design loads, design

principles. Railway sleepers-classification and Manufacturing techniques,

design loads, analysis and design principles. Prestressed concrete

pavements, slab and wall panels.

10




1. The question paper will have 5 units comprising of ten questions. Each full

question carrying 20 marks.

2. There will be two full questions with a maximum of three subdivisions from each

unit.

3. The students shall answer five full questions, selecting one full question from each

unit.

4. If more than one question is answered in unit, best answer will be considered for

the award of marks limiting one full question answer in each unit.

Text Books:

Sl No

Text Book title Author Volume and Year of Edition

1 Pre-stressed Concrete N. Krishna Raju Tata McGraw Hill

Publishing Company,

New Delhi 2016

2 Design of pre-stressed concrete

structures T.Y. Lin and Ned H.

Burns

John Wiley & Sons,

New York.2015

3 Pre-stressed Concrete - Problems and

Solutions

Krishna Raju. N CBS Publishers and

Distributors, Pvt.Ltd.,

New Delhi. 2018

Reference Book:

Sl No


1 Prestressed Concrete Structures P. Dayarathnam Oxford & IBH-Pubs

Company, Delhi, 5th

Edition 2016

2 Pre - stressed Concrete Pundit G S and

Gupta S P

C B S Publishers,

New Delhi 4th edition

2017

3 IS : 1343 Indian standard 2012




Department: Civil Engineering Semester: VIII Subject Name: Advanced Foundation Design Subject Code: CE8PE312 L-T-P-C: 4-0-0-4

Sl. No Course Objectives

1

Gain knowledge of about advanced topics of foundation

design and analyses.

2

Develop profound understanding of shallow and deep

foundation analysis.

3

Develop understanding of choice of foundation design

parameters.

4

Learn about cause and effect of dynamic loads on

foundation.

Course outcome

Descriptions

CO1 To understand the concept of bearing capacity and settlement of footings.

CO2 To know the different types of foundations and their suitability.

CO3 To understand the necessity of pile and well foundation including design.

CO4 To enhance the knowledge of placing of foundations in expansive soils.




I

Bearing Capacity & Settlement: Introduction to bearing capacity and

settlement, Factors affecting bearing capacity. Numerical problems on bearing

capacity of soils. Types and modes of settlement. Computation of settlement

for cohesion and cohesionless soils.

11

II

Shallow Foundations: Principles of Design of foundation, Requirements for

geotechnical and structural aspects of design, Proportioning of Isolated

footing, Combined Footing, Strap footing, Strip footing and Raft foundation. 11

III

Pile Foundation: Historical Development, Necessity of pile foundations,

Classification, Load carrying capacity of piles by Static formula in cohesive

and cohesionless soils. Pile groups, group action of piles in sand and clay,

group efficiency of piles and negative skin friction. Numerical problems on

above.

12

IV

Well Foundations: Introduction, Classification of well foundation,

Components of well foundation. Forces acting on well foundation, Sinking of

wells, Causes and remedies for tilts and shifts. Drilled Piers and Caissons-

Construction, advantages and disadvantages of drilled piers. Design concepts

and Advantages and disadvantages of open, pneumatic and floating caissons.

08

V

Foundations on Expansive Soils: Definition, Identification, Mineral

Structure, Index properties of expansive soils, Swell potential and Swell

pressure, Free swell Tests on expansive soils, foundation treatment for

structures in expansive soil, CNS layer.

08





unit.



Text Books:


1

“Pile Design, Construction And

Practice”, Taylor And Francis

Publications, New York.

Michael Tomlinson

And John Woodward 5th Edition, 2008

2

“Soil Mechanics And Foundation

Engineering”, UBS Publishers And

Distributors, New Delhi.

V N S Murthy 6th Edition, 2009

3

“Theory And Practice Of Foundation

Design”, Prentice Hall Of India, New

Delhi.

N N Som And S C

Das 3rd Edition, 2009

Reference Books:


1

“Soil Mechanics Fundamentals”, John

Wiley And Sons Publications, New

York.

Muni Budhu And

Wiley Blackwell 1st Edition, 2006

2

“Pile Foundations In Engineering”,

Wiley Inter-Science Publications, New

York.

Shamsher Prakash

And Hari D Sharma 2nd Edition, 2005

3

“Geotechnical Engineering”, New Age

Publications, New Delhi Venkatramaiah C 3rd Edition, 2009




Department: Civil Engineering Semester: 8th

Subject Name: Pavement design

Subject Code: CE8PE313 L-T-P-C: 4-0-0-4

Course Objectives :

Course Outcomes


1 Basics of pavements, and difference between Highway and

airfield pavement

2 Design factors, calculation of ESWL

3 Design of flexible and rigid pavements

4 Failures,Maintaience and evaluation of flexible and rigid

pavements

Course outcome

Descriptions

CO1 Student understands the desirable characteristics of pavements, its types,

functions of various layer and fundamentals of design of pavements.

CO2 The student learn various pavement design factors, stresses in flexible

pavements and their design methods.

CO3 Students able to learn about various types of stresses in rigid pavements

and its determination, stresses in reinforcement.

CO4 The students able to learn to design the rigid pavements, joints, types of

joints and design of dowel bars and tie bars and The students are able to

learn flexible pavement failures and rigid pavement failures and their

maintenance and evaluation



UNIT Description Hours I Introduction: Desirable characteristics of pavement, types and components,

Difference between Highway pavement and Air field pavement Design

strategies of variables. Functions of sub-grade, sub base, surface course,

comparison between Rigid and flexible pavement.

Fundamentals of Design of Pavements: Design life Traffic factors climatic

factors Road geometry Subgrade strength and drainage, Stresses and

deflections, Boussinesqs theory principle, Assumptions Limitations and

problems on above - Busmister theory Two layered analysis Assumptions

problems on above.

10

II Design Factors: Design wheel load contact pressure ESWL concept

Determination of ESWL by equivalent deflection criteria Stress criteria EWL

concept.

Flexible Pavement Design: Assumptions McLeod Method Kansas method

Tri-axial method - CBR method IRC Method (old) - CSA Method using IRC

37-2001, problems on above.

10

III Stresses in Rigid Pavement: Principle Factors-wheel load and its repetition

properties of sub grade properties of plain cement concrete. External

conditions joints Reinforcement Analysis of stresses Assumptions

Westergaard's Analysis Modified Westergaard equations Critical stresses

Wheel load stresses, Warping stress Frictional stress combined stresses (using

chart / equations) - problems on above.

10

IV Design of Rigid Pavement: Design of C.C. Pavement by IRC: 57-2002 for

dual and Tendem axle load Reinforcement in pavements Requirements of

joints Types of joints Expansion joint contraction joint warping joint

construction joint longitudinal joint, Design of joints, Design of Dowel bars,

Design of Tie bars and problems on above

Flexible pavement failures, maintenance and evaluation:

Types of failures, causes, remedial/maintainance measures in flexible

pavements Functional Evaluation by visual inspection and unevenness

measurement by using different technics - Structural Evaluation by Benkelman

Beam Deflection Method.

12

V Rigid Pavement Failures, Maintenance And Evaluation:

Types of failures, causes, remedial/maintenance, measures in regid pavements

Functional Evaluation by visual inspection and unevenness measurements.

8


10 number of questions. one to one choice.



Text Books:

Sl No


1 Highway Engineering

2. - 3. - 4. Relavent IRC codes

Khanna & Justo

Khanna Publishers.

2 Principles & Practices of Highway

Engineering

L R Kadiyalli & N B.

Lal

Neem chand

3 Pavement Analysis & Design Yang H. Huang- II

edition.

-

Reference Book:

Sl No


1 Principles of Pavement Design Yoder and Witzack -

2nd edition

John Wileys and

Sons

2 Highway Engineering Dr.Sharma S.Chand




Department: Civil Engineering Semester: VIII Subject Name: Earthquake Resistant Design of Structures Subject Code: CE8PE314 L-T-P-C: 4-0-0-4


1 Fundamentals of engineering seismology and seismic performance

of buildings.

2 Irregularities in building which are detrimental to its earthquake

performance.

3

Different methods of computing the seismic lateral forces for

framed and masonry structures.

4 The requirements of Earthquake resistant design for RCC and

Masonry structures.

Course outcome

Descriptions

CO1 To understand the concept of earthquake and its occurrence.

CO2 To understand the seismic performance of buildings during earthquake and

design philosophy involved.

CO3

To know the concept of ductile detailing and liquefaction analysis of

foundations soil.

CO4 To ascertain the performance of masonry structures and response of

buildings facilitated with base isolation system during earthquake.




I

Engineering Seismology: Terminologies-Focus, Focal depth, Epicenter,

Causes of Earthquakes; Elastic rebound theory and Theory of plate tectonics;

Classification of Earthquakes; Types and characteristics of seismic waves;

Magnitude and intensity of earthquakes, Earthquake ground motion

characteristics: Amplitude, frequency and duration; Seismic zoning map of

India.

09

II

Seismic Performance of Buildings: Structural configuration for earthquake

resistant design, Overall Form, Simplicity, Unformity, and Symmetry. Effect

of Structural Irregularities on seismic performance of RC buildings. Vertical

irregularity, Plan irregularitie; mass irregularity; stiffness irregularity.

Architectural aspects of earthquake resistant buildings. Seismo-resistant

building architecture lateral load resistant systems and building characteristics.

11

III

Design philosophy and Earthquake Effects on Structures: Seismic design

philosophy, Response spectrum-Definition, construction, Characteristics and

application; Elastic design spectrum. Response to ground acceleration,

torsional response of buildings. Determination of Design Lateral Forces:

Procedure for seismic analysis of RC buildings using Equivalent static lateral

force method as per IS 1893:2016.

11

IV

Seismic analysis and ductile detailing: Reinforced Concrete Beams, Seismic

Design of Ductile Reinforced Concrete column, Concept of weak beam-strong

column, Detailing of Beam-Column Joints to enhance ductility, Ductile

Detailing as per IS 13920:2016, Concept of soft and weak storey.

Geotechnical Earthquake Engineering: Geotechnical failure of foundations

during earthquake, Earthquake Resistant design of Shallow foundation,

Liquefaction and Remedial measures.

10



V

Earthquake Resistant Design of Masonry Buildings: Performance of

Unreinforced, Infill Masonry Walls, Box Action, Lintel and sill Bands.

Earthquake resistant design of masonry buildings-elastic properties of

structural masonry, lateral load analysis of masonry buildings as per IS

13827:1993. Base Isolation: Introduction, concept of base isolation, types of

base isolation system-Elastomeric Base Isolation Systems, Sliding Base

Isolation Systems. Earthquake response of and base isolated buildings.

09





unit.

Text Books:

Sl No Text Book title Author Volume and Year

of Edition

1

“Earthquake resistant design of

structures”, Prentice Hall of India, New

Delhi.

Pankaj Agarwal and

Manish Shrikande 5th Edition, 2008

2 “Earthquake Resistant Design of

Structures”, Oxford University Press. S K Duggal 6th Edition, 2009

3

“Seismic Analysis of Structures”, John

Wiley & Sons. T K Datta 3rd Edition, 2009

IS Codes

4 IS 1893:2016, Indian Standard Criteria for Earthquake Resistant Design of Structures.

5 IS 13920:2016, Ductile Detailing of Reinforced Concrete Structures Subjected to

Seismic Forces.

6 IS13828:1993, Indian Standard Guidelines for Improving Earthquake Resistance of

Low Strength Masonry Buildings.



Reference Books:


of Edition

1

“Earthquake resistant design and risk

reduction”, John Wiley & Sons. David Dowrick 1st Edition, 2006

2

“Concepts in Earthquake Behaviour of

Buildings”, Pearson Education.

C V R Murty, Rupen

Goswami, A R

Vijayanarayanan &

Vipul V Mehta

2nd Edition, 2005

3

“Dynamics of Structures: Theory and

Applications to Earthquake

Engineering”, John Wiley & Sons.

Anil K Chopra 3rd Edition, 2009




Department: Civil Engineering Semester: VIII Subject Name: Industrial wastewater treatment Subject Code: CE8PE0315 L-T-P-C: 4-0-0-4


1

To understand the current environmental issues on effect of

industrial wastewater on water bodies and wastewater

treatment plants.

2

To understand the various techniques of industrial wastewater

treatment methods.

3

To study the Manufacturing processes, waste water

characteristics and treatment methods of various industries.

Course outcome

Descriptions

CO1

The students are instructed to know the difference between domestic and

industrial waste water characteristics, disposal standards, importance of

dissolved oxygen, O2 sagcurve, streeter phelps equation.

CO2 Students are imparted with knowledge of treatment with volume, strength,

neutralization equalization and proportioning concepts.

CO3 Enable students to use specific method of treatment for cotton, tannery,

distillery, papers pulp, pharmaceutical and food processing industries.




I

Introduction: Difference between Domestic and Industrial Wastewater, Effect

on Streams and on Municipal Sewage Treatment Plants. Stream Sampling,

effluent and stream Standards and Legislation to Control Water Pollution.

Dissolved oxygen Sag Curve in Stream.

10

II

Treatment Methods: Volume Reduction, Strength Reduction, Neutralization,

Equalization and Proportioning. Removal of Inorganic suspended solids,

Removal of Organic Solids, Removal of suspended solids and colloids.

Disposal of Sludge Solids.

10

III

Combined Treatment: Feasibility of combined Treatment of Industrial Raw

Waste with Domestic Waste, Discharge of Raw, Partially Treated and

completely treated Wastes to Streams.

10

IV

Treatment process: Flow sheet showing origin / sources of waste water,

characteristics of waste, alternative treatment methods, disposal, reuse and

recovery along with flow sheet. Effect of waste disposal on water bodies.

10

V

Treatment of Selected Industrial Waste: Manufacturing process, waste water

characteristics, treatment and disposal of waste water of following industries: Dairy,

distillery, sugar, textile, paper and pulp, pharmaceutical, fertilizer.

10





unit.



Text Books:


of Edition

1 Industrial Waste Water Treatment Nelsol L. Nemerow.

2 Industrial Waste Water Treatment Rao MN, and Dutta

A.K.

3 Waste Water Treatment, Disposal and

Reuse Metcalf and Eddy

Tata McGraw Hill

Publications, 2003.

Reference Books:


of Edition

1 “Industrial Wastewater Treatment” Patwardhan A.D.

PHI Learning Private

Ltd., New Delhi,

2009

2

“Pollution Control Processes in

industries”

Mahajan S.P.




Department: CIVIL ENGINEERING Semester: VIII Subject Name: QUALITY MANAGEMENT SYSTEM IN CIVIL ENGINEERING


Course Objectives:

Course Outcomes


1

To understand the basic concepts in quality management

systems, procedures and Preparing a ISO 9001-200 Quality

Management System For Civil Engineering

Course outcome

Descriptions

CO1 To understand the basic concepts in Quality Management System in civil

engineering

CO2 To Prepare an ISO 9001-200 Quality Management System For Civil

Engineering

CO3 To understand the Quality Management System Procedures

CO4 To prepare quality control planning &Quality Record/Formats




I

Quality Management System - QMS: Introduction Evolution of Quality

Management System, Element of Quality, Quality Management System,

Concept of Process, Network of Process in an organization, ISO 9000 Family,

Applying ISO 9000 in practice, Importance of ISO 9000, Benefits of ISO

standards of society, Total Quality Management, Comparison of ISO 9000 and

TQM Quality related definitions Leaders in Quality or Quality Gurus

Customer Orientation Mahatma Gandhi.

Implementing ISO 9001-2000 Quality Management System:

ISO 9000 Quality Management Principles, ISO 9000 Documents Content of

ISO 9001:2000, ISO 9001-2000 Quality Management System

Requirements, General Requirements, Documentation Requirements,

Management Responsibilities, Resource Management, Product

Realization, Measurement, analysis and Improvement Monitoring and

Measurement, Non-conforming Product, Analysis of data, Improvement,

Implementing ISO 9001-2000 Quality Management System.

10

II

Preparing a ISO 9001-200 Quality Management System For Civil

Engineering: Quality Manual, Introduction, Scope of the Quality Manual,

Applicability, Responsibility, Quality Management System, General

Requirements, Management Responsibilities, Management Commitment,

Customer Focus, Indian Construction Company Quality Policy, Planning

Responsibility, Authority and Communication, Management Review,

Resource Management, Provision of Resources, Human Resources Product

Realization, Planning or Product Realization, Customer Related Processes,

Design and Development, Purchasing, Production and Service Provision,

Control of Monitoring and Measuring Devices Measurement, analysis and

Improvement, Monitoring and Measurement, Non-conforming product,

Analysis of data, Improvement.

10



III

Quality Management System Procedures: Introduction, procedure for

management review, Format for writing procedures, procedure for

preparing Quality plans/ work instructions, Contract review, Design control,

Document and data control, Document numbering system, Change request,

procedure for purchasing, procedure for control of

customer supplied product, procedure for product identification and

traceability, procedure for process control, procedure for inspection and

testing, procedure for control of inspection, measuring and test equipments,

procedure for inspection and test status, procedure for the control of non-

conforming product, procedure for corrective and preventive action,

procedure for handling, storage, packaging and delivery, control of quality

records, procedure for internal quality audits.

10

IV

Work Instructions: Introduction Document and Data Control, Material

Procurement, Material Handling, Tendering and Estimating, Planning,

Design, Training, Plant and Equipment, Bar Bending Schedule, Concrete

Works, Earthworks and Compaction, General Soil Investigation works,

Survey works, Concrete Repair Works, Road Works, Painting Works, Water

Proofing works, Drainage Works, Quality Assurance and Control, Patching

and Transportation of Concrete.

Method Statement: Introduction, Concrete Works, Earthworks and

Compaction, General Soil Investigation works, Survey works, Concrete Repair

works, Concrete Demolition works, Road Works, Fencing works etc.

10

v

1. Job Description: Introduction, Job Description of : Managing Director,

Project Manager, Site Manager, Site Engineer, QA/QC Engineer, Foreman,

Typist/Clerk, Design Engineer, Planning Engineer.

2. Quality Control Plan/Inspection and Test Plans (ITPS):

Introduction-Preparation of Project Quality Plans, Inspection and Test plant.

10

Quality Record/Formats: Preparation of Standard Formats: Revision Control

form, Document Distribution List, Document Master List, Non-

Conformance Report, Store Issue/Receipt Voucher, Local Purchase Order,

Material Stock Card, Audit Notification, Quality Audit Report, Corrective



Action Report, Calibration Record, Calibration Master Sheet, Work

Instruction, Job Description, Contract/Tender Review Form, Quantity Survey

Estimation/Take off sheet, Material/Plant Requisition, Drawing Schedule, Bar-

bending Schedule, Design Calculation Sheet, Request for Inspection, Concrete

Inspection Request, Inspection Check List Drainage, Painting, Request for

Inspection-Concrete Repair, Accident Report Form, Concrete Production,

Concrete Compressive Strength Test Results, Request to Conduct Cube

Test, Quality Awareness Training Record.




2. There will be two full questions with a maximum of three subdivisions from each

unit.


unit.

4. If more than one question is answered in unit, best answer will be considered for

the award of marks limiting one full question answer in each unit.

Text Books:

Sl No


1 Quality Management System in Civil

Engineering D.S. Rajendra Prasad ISO 9001- 2000

2 Productivity and Quality Improvement John L. Hardesky McGraw Hill Book

Company

3 Concepts, Methods, Implementation Bagchi ISO 9000



Reference Book:

Sl No


1 Training Manual Girdhar J. Gyani ISO 9000-2000

2 Documenting Quality for IS9000 and

other Industry Standards

Gary E. MacLean Tata McGraw Hill

Publishing Company

Limited

3 Total Quality Management for

Engineers

Mohamed Zair Aditya Books Private

Limited




Department: CIVIL ENGINEERING Semester: VIII Subject Name: FINITE ELEMENT ANALYSIS


Course Outcomes:


1 Develop Analytical Skills, Learn Principles Of Analysis

Of Stress And Strain

2 Develop Problem Solving Skills, And

3 Understand The Principles Of FEM For One Dimensional

Problem.

4 Understand The Principles Of FEM For Two Dimensional

Problems.

Course outcome

Descriptions

CO1 To Understand the Basic Matrix Displacement Formulation and

Fundamentals of Finite Element Method

CO2 To Analyze Continuum Problems In 2D

CO3 To Understand Lagrange and Hermatian Polynomials

CO4 To Have Knowledge of Computer Programmes for FEM Analysis




I

Introduction: Basic Concepts, Background Review: Theory Of Elasticity,

Matrix Displacement Formulation, Energy Concepts, Equilibrium And Energy

Methods For Analyzing Structures. Raleigh - Ritz Method, Galerkin's Method,

Simple Applications in Structural Analysis.

08

II

Fundamentals Of Finite Element Method: Displacement Function And

Natural Coordinates, Construction Of Displacement Functions For 2 D Truss

And Beam Elements. Applications Of FEM For The Analysis Of Plane Truss,

Continuous Beam And Simple Plane Frame Problems.

08

III

Analysis Of 2d Continuum Problems: Elements And Shape Functions,

Triangular, Rectangular And Quadrilateral Elements, Different Types Of

Elements, Their Characteristics And Suitability For Application.

08

IV Polynomial Shape Functions, Lagrange’s And Hermitian Polynomials,

Compatibility And Convergence Requirements Of Shape Functions.

08

V

Theory Of Isoperimetric Elements: Isoperimetric, Sub parametric And

Super- Parametric Elements, Characteristics of Isoperimetric Quadrilateral

Elements.

Fem Program: Structure of Computer Program for FEM Analysis,

Description of Different Modules, Pre and Post Processing.

07






Text Books:

Sl No


1 Finite Element AnalysisTheory and

Programming

Krishnamoorthy 2nd Edition-2014

2 Finite Element Analysis for

Engineering and Technology

Chadrupatla and

Tirupathi R

2nd Edition-2004

3 Introduction to the Finite Element

Method

J.F. Abel and Desai. Vol 58-2006

Reference Book:

Sl No


1 A First Course on Finite Element

Method

Daryl L Logan 5th Edition - 2012

2 The Finite Element Method Zienkeiwicz. O.C 7th Edition-2013

3 Finite Element Analysis S.S. Bhavikatti, 3rd Edition-2015

4 Finite element analysis in engineering

design

Rajasekharan. S. 1st Edition-2006




Department: Civil Engineering Semester: VIII Subject Name: Reinforced Earth Structures



1 To create an understanding of the latest technique such as

reinforcing the soil.

2 Analyze the concept of RE so as to ascertain stability of

RE structures.

3 Understand the different reinforcing materials that can be

used efficiently in soils.

4

Understand design concepts of different RE structures

including introductory concepts of Foundations resting of

RE soil bed.

Course outcome

Descriptions

CO1 To understand the mechanism of reinforced earth structures and to know

the properties and tests on earthen materials.

CO2 To learn the design of reinforced earth foundations.

CO3

To understand the principle of soil nailing technique and landfills.

CO4

To impart the knowledge of utilization of geosynthetics in the design of

roads and slopes




I

Basics Of Reinforced Earth Construction: Definition, Historical

Background, Components, Mechanism and Concept, Advantages and

Disadvantage of reinforced earth Construction, Sandwich technique for clayey

soil. Geosynthetics and Their Functions: Historical developments, Recent

developments-manufacturing process-woven & non-woven, Raw materials,

polypropylene, Polyethylene, Polyester, Polyvinyl chloride, Elastomers,

Classification based on materials type, Metallic and Non-metallic, Natural and

Man-made, Geosynthetics-Geotextiles, Geogrids, Geomembranes,

Geocomposites, Geonets, Geofoam, Geomats, Geomeshes, Geowebs etc.

09

II

Properties and Tests On Materials: Properties-Physical, Chemical,

Mechanical, Hydraulic, Endurance and Degradation requirements, Testing &

Evaluation of properties. Design of Reinforced Earth Retaining Walls:

Concept of Reinforced earth retaining wall, Internal and external stability,

Selection of materials, typical design problems.

08

III

Design Of Reinforced Earth Foundations & Embankments: Foundations-

Modes of failure of foundation, Determination of force induced in

reinforcement ties, Location of failure surface, tension failure and pull out

resistance, length of tie and its curtailment, Bearing capacity

improvement in soft soils, General guidelines. Embankments-Concept of

Reinforced Embankments, Internal and external stability, Selection of

materials, Typical design problems.

08

IV Soil Nailing Techniques

Concept, Advantages & limitations of soil nailing techniques, comparison of

soil nailing with reinforced soil, methods of soil nailing, Construction

sequence, Components of system, Design aspects and precautions to be taken.

Geosynthetics-Filter, Drain and Landfills: Filter & Drain Conventional

granular filter design criteria, Geosynthetic filter design requirements, Drain

and filter properties, Design criteria soil retention, Geosynthetic permeability,

anti-clogging, survivability and durability. Landfills, typical design of

Landfills, Landfill liner & cover, EPA Guidelines, Barrier walls for existing

landfills and abandoned dumps.

08

V

Geosynthetics for Roads and Slopes: Roads-Applications to Temporary and

Permanent roads, Role of Geosynthetic in enhancing properties of road,

control of mud pumping, Enhancing properties of subgrade, Design

requirements, Slopes-Causes for slope failure, Improvement of slope stability

with Geosynthetic, Drainage requirements, Construction technique.

07







unit.

Text Books:


1

“Geosynthetics and their applications”,

Thomas Telford publishers S K Shukla 1st Edition, 2002

2

“An introduction to soil reinforcement

and geosynthetics”, McGraw Hill

Publications

Siva Kumar Babu G

L 3rd Edition, 2006

3

“Reinforced soil and its engineering

applications”, I K International

Publishing House, New Delhi

Swami saran Volume 2, 3rd

Edition, 2018

Reference Books:


1

“Reinforced soil engineering”, Marcel

Dekker Publications, New York, USA Hoe L Ling 1st Edition, 2002

2

“Designing with geosynthetics”,

Pearson prentice Hall, USA Robert M Koerner 5th Edition, 2005

3

“Geosynthetics in Civil engineering”, ,

Wood head Publishing Sarsby R W 2nd Edition, 2006




Department: Civil Engineering Semester: 8th Subject Name: Urban Transport Planning


Course Objectives :

Course Outcomes


1 Basics of Urban Transportation

2 Survey of urban transportation and trip generation

3 Trip distribution and assignment

4 Urban Transport Planning For Small And Medium

Cities

Course outcome

Descriptions

CO1 Students will gain the knowledge about the scope of urban transport

planning land usage, trip generation, production and distribution.

CO2 Students will be able to do urban transport survey in which they

understand types of survey inventory of transportation facilities and

expansion of data from sample.

CO3 Students will gain knowledge about trip generation distribution and

assignments.

CO4 They will learn to make urban transport planning for small and medium

cities.



UNIT Description Hours I Introduction: Scope of Urban transport planning Inter dependency of land

use and traffic System Approach to urban planning.

Stages In Urban Transport Planning: Trip generation Trip production -

Trip distribution Modal split Trip assignment.

8

II Urban Transport Survey - Definition of study area-Zoning-Types of Surveys

Inventory of transportation facilities Expansion of data from sample.

TRIP GENERATION: Trip purpose Factors governing trip generation and

attraction Category analysis Problems on above

8

III TRIP DISTRIBUTION: Methods Growth factors methods Synthetic

methods Fractor and Furness method and problems on the above.

MODAL SPLIT: Factors affecting characteristics of split Model split in

urban transport planning problems on above

8

IV TRIP ASSIGNMENT: Assignment Techniques Traffic fore casting Land use

transport models Lowry Model Garin Lowry model Applications in India

(No problems on the above)

8

V Urban Transport Planning For Small And Medium Cities: Introduction

Difficulties in transport planning Recent Case Studies.

7


10 number of questions.one to one choice.

Text Books:

Sl No


1 Traffic Engineering and Transport

Planning

L.R. Kadiyali Khanna Publishers.

2 Principles of urban transport system

planning

B.G. Hutchinson Scripta Book Co.,

Washington D.C. &

McGraw Hill Book

Co.

3 Introduction to transportation

engineering

Jotin Kristey and

Kentlal

PHI, New Delhi.



Reference Book:

Sl No


1 Urban Transport planning

Black John - Croom Helm ltd, London.

2 Urban and Regional models in

geography and planning-

Hutchison B G John Wiley and sons

London.

3 Entropy in urban and regional modeling Wilson A G Pion ltd, London.



Subject Name: ADVANCED DESIGN OF STEEL STRUCTURES


Course Objectives

Course Outcomes

Sl. No. Course Objectives

To understand the advanced concepts of steel structures related

to web structures and moment resistant connections and tubular structures

Course

outcome

Descriptions

CO1

To analyse the Basic concept of stress strain and plastic analysis in steel

beams

CO2 Course gives the details how to design open web steel structures using

connections.

CO3

Course gives an idea to design moment resistant structures using steel

sections.

CO4 Course gives and idea to design steel tubular sections




I

INTRODUCTION: Basic principles of design, stress strain relationship for

mild steel, shape factors for different cross sections. Evaluation of full plastic

moment for mild steel beams, plastic hinges - Fixed, simply supported

beams, effect of partial fixity, rectangular portal frames and gable frames.

Statement of theorems with examples, application of principles of virtual

work, partial and over collapse.Trial error method.Method of combined

mechanisms, plastic moment distribution method and other methods of

determining plastic collapse load. Estimation of deflection, factors affecting

fully plastic moment.

08

II

Minimum weight theories.Application of theorems and methods of

solution.Plastic analysis applied to the design of fixed and continuous beams,

portal and gable frames. Design of Built-up beams.Design of encased beams.

08

III Design of open web structures - Advantages and design methods 08

IV

Small moment resistant connections, large moment resistant

connections, semi-rigid and behavior of semi-rigid connections,

Beam line method, modified slope deflection method, modified

moment distribution method. Principal axes of section, maximum stress

due to unsymmetrical bending, the Z-polygon, deflection of beams under

unsymmetrical bending, design of purlins subjected to unsymmetrical

bending.

08

V

Tubular structures Introduction, permissible stresses, tubular columns and

compression members, tubular tension members. Design of

tubularmembers roof truss for given member forces and their combination,

joints in tubular trusses, design of tubular beams and purlins.

07






Text Books:


1 Design of Steel Structures By Limit

State Method S. S. Bhavikatti Second Edition, I K

International Publishing

House, India, 2010

2 Limit State Design of Steel

Structures S. K. Duggal, Tata McGraw Hill

Education Private

Limited, New Delhi,

India, 2015

3 Design of Steel Structures N. Subramanyam

Oxford University

Press, New Delhi, india,

2016. Third Edition

Reference Book:


1 Design of steel structures Dr N.Rama Chandra

and Virendra Gehlot,

Scientific Publishers,

india , 2009

2 Design of Steel Structures Dr N.Ramachandra. Vol 2 standarad book

house new Delhi

3 Design of Steel Structures P. Dayarathnam Prentice Hall India,

New Delhi, india, 2011

4 IS800-2007, & Steel tables Bureau of Indian

Standards,

General Construction in

Steel Code Practice 3rd

edition



Subject Name: WATER RESOURCES ENGINEERING


Course Objectives

Course Outcomes

Sl. No.

Course Objectives

1 To make student understand the advanced concepts in water

resources currently in use and new developments.

Course

outcome

Descriptions

CO1

is equipped with knowledge of water management , economics, flood

routing, hydrologic frequency analysis;

CO2

Is able to understand principles of Modelling of water shed hydrology,

water resources systems analysis including optimization.

CO3

Able to meet the problems of urban flooding by urban water storm water

management




I

Introduction: Surface runoff IDF relationship, synthetic design storm

(triangular balanced (nested), temporal distribution or alternate block method,

NRCS method)

8

II

Separating precipitation into abstraction and runoff NRCS curve number

method (SCS curve number method) derivation and problems, composite

curve number, NRCS method for dry and wet antecedent moisture

conditions.

8

III

Introduction to Water Resource systems Fundamentals of Linear Programming

simple problems. Linear programming applying to water resources, graphical

solution method

8

IV

Economics and Flood control Economics of water resource single payment

present worth, single payment compound amount series present worth, capital

recovery, series compound amount sinking fund derivation and simple

problems.

8

V

Urban Storm water management Low water crossing structure, storm water

collection systems, derivation of kinematic wave overland flow travel time,

time of concentration problem. Flow through street gutters, simple design of

street gutter, drain inlets simple problems on gutter flow and drain inlets.

7



2. Required to answer any one full question from each unit.



Text Books:

Sl No


1

Water resources engineering:

Ralph A Wurbs,

Wesley P. James,

PHI

Learningpvt.Ltd.New

Delhi (2009 Ed.).

2 Engineering Hydrology K Subramanya Mc. Graw Hill

Education (India) Pvt.

Ltd.

3 Irrigation Water Power and Water

Resources Engineering

K R Arora Standard Publishers

2009 ED

4 Water Resources Engineering hand book

of Essential Methods and Design,

AnandPrakash ASCE Press 2019

ISBN: 978-0-7844-

0674-8

5 Practical Hydraulics and Water

Resources Engineering,

Melvyn Kay, ISBN:

9781498761956,

CRC Press.

Reference Book:


1

1. Modern Water Resources

Engineering,

Wang Lawrence K,

Yang Chih Ted,

ISBN: 978-1-62703-

595-8 Springer. 2019

2 Industrial Water Resources

Management Challenges and

Opportunities. Corporate Water

Stewardship,

Blackwell Pradip K

Sen Gupta.

Wiley ISBN: 978-1-

119-27250-2 2019 Ed

3 Elementary Hydrology V P Singh PHI India 1994 Ed

4 Water Management A S Patel and D L

Shah

New Age 2016 Ed




Department: Civil Engineering Semester: VIII Subject Name: Environmental Impact Assessment Subject Code: CE8PE0426 L-T-P-C: 4-0-0-3


1 To study and apply-Environmental Impact Assessment- for various developmental

projects.

2 To understand-Public participation in environmental decision making. Practical

considerations in preparing Environmental Impact Assessment and Statements.

3 Salient features of the project activity - Environmental parameter - Activity

relationships - matrices. EIA for various industrial projects.

Course outcome

Descriptions

CO1 The students know about the impacts of different human activity on environment.

CO2

The students have understanding of different steps and statements used in E.I.A

procedure.

CO3 The students able to explain strategy of different E.I.A methodology.

CO4

The students able to make out the different effects of major activities like,

highway, mining, nuclear and other projects and decide about the control

measures




I

Development Activity and Ecological Factors of EIA, Rapid and

Comprehensive EIA, EIS, FONSI. Need for EIA Studies, Baseline

Information, brief procedures for conducting EIA, Limitations of EIA.

Objectives and Scope, Contents of EIA, Methodologies.

8

II

Frame work of Impact Assessment. Development Projects-Environmental

Setting, Techniques of EIA. Assessment and Prediction of Impacts on

Attributes Air, Water, Noise, Land Ecology, Soil.

8

III

EIA guidelines for Development Projects, Public Participation in

Environmental Decision making. Practical Considerations in preparing

Environmental Impact Assessment and Statements.

8

IV

Salient Features of the Project Activity-Environmental Parameter Activity

Relationships- Matrices. Cultural and Socio-economic Environment.

8

V

EIA for Water resource developmental projects, Highway projects: Nuclear-

Power plant projects, Mining project (Coal, Iron Ore), Thermal Power Plant,

Infrastructure Construction Activities.

7





unit.



Text Books:


of Edition

1 “Environmental Impact Assessment” John

Willey Munn RE 2005

2 Environmental Impact Assessment

McGraw Hill Canter L 2007

3 Environmental Engineering Howard S. Peavy,

Donald R. Rowe,

George T

McGraw Hill

International Edition.

New York,2000

Reference Books:


of Edition

1 “Water & Waste Water Technology” Mark.J Hammer, John

Wiley & Sons Inc. New York,2008.

2 Environmental Impact Analysis Jain R.K

McGraw Hill. New

York,2015



Subject Name: PROJECT WORK PHASE II

Subject Code: CE8PW02 L-T-P-C: 0-0-20-10

Course Objectives

Course Outcomes

UNIT Description

I

The continuation of main Project Work IIA will be IIB with the subject code

CE8PW05 of 10 credits in 8th Semester. The internal evaluation is based on the

Departmental Evaluation Committee, which consists of HOD, Civil Dept., as a

chairman and three senior faculty members of the department as members. The end

term practical examination for the project work will be assessed for 100 marks by

both internal and external examiners.

Sl. No.

Course Objectives

1. To impart skills to work in teams

2. To apply the acquired theoretical knowledge for solving

practical problems.

3. To develop report preparation and presentation skills.

Course

outcome

Descriptions

CO1 Team spirit is cultivated and leadership qualities are acquired

CO2 Analyzing the result and concluding remarks are carried out.

CO3 Able to analyze, design and implement solutions for practical problems.