ug-civil vsem and visem

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SYLLABUSAUTONOMOUS SYSTEM

ForB.E. V and VI Semester

Civil EngineeringWith effect from the Academic Year 2013-14

Hyderabad Karnataka Education Society's

Poojya Doddappa AppaCollege of Engineering, Gulbarga

A Govt. Aided Autonomous College, Affiliated to VTU Belgaum,and Approved by AICTE, New Delhi

AUGUST 2013

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Published by : PRINCIPALPoojya Doddappa AppaCollege of Engineering, GULBARGAE-mail : [email protected]

Copyright : 2013-14

Printed by :SANGAM PRINTERSGULBARGA - E-mail : [email protected]

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5

PART-AIntroduction: Basic concepts of intellectual property ( IP), classificationsof IP, need for protection of IP, history of IP law, role of WIPO andTRIPS, IP management and its principles. 04 Hrs.

Patents: Meaning of a patent, patentable and non patentable invention,conditions to be satisfied by an invention to be patentable: novelty, non-obviousness and usefulness, types of patent applications in India.Procedure for obtaining a patent: who may apply, steps and contents ofpatent application, patent grant procedure in India. opposition to grantof patent, transfer of patent rights, revocation and surrender of patentsand infringement of patents. 06 Hrs.

Industrial Design: Introduction to industrial designs. Designs act, 2000,essential requirements for the registration of design. Procedure forregistration of designs. 02 Hrs.

Trade Marks: General concepts and purpose of trade mark (TM),Functions and characteristics of TM, Indian trade mark act 1999.requirement for filling trade mark applications and registration of TM.

03 Hrs.PART-B

Copy Right: Meaning of copy right(CR). CR as a kind of intellectualproperty. Author and ownership of copy right. Registration of copy rightin India, infringement of CR. 03 Hrs.

Other Forms of IP : A brief exposure to the basic concepts andcharacteristics of geographical indications, trade secrets, traditionalknowledge, software copyright and cyber law. 06 Hrs.

Drafting and Searching: Basic concepts of drafting a patent and alsomethodologies for searching of relevant patents, exposure to relatedwebsites and practice through case studies. 06 Hrs.

FIFTH SEMESTERINTELLECTUAL PROPERTY RIGHTS

Subject code: 11HU51 Credit : 02

CIE : 50 Marks SEE : 50 Marks SEE : 03hrs

Hours/Week : 2hrs. (Lecture) Total Hours : 30

6

REFERENCE BOOKS:

1. Dr.R Radha Krishan and Dr. S Balasubramanain “Text book of intellectualproperty right”

2. P Narayan “Text book of Intellectual Property Right”

3. World Intellectual property organization treaties www.wipro.int/

treaties

4. Eaton S Drone A treaties on the law of property in intellectual

production with brown.

7

PART -A

1. Slope Deflection method:

1.1 Introduction

1.2 Sign convention

1.3 Development of slope deflection equations

1.4 Analysis of continuous beams (with and without translatorymotion of joints)

1.5 Analysis of portal frames (Only orthogonal frames with andwithout translatory motion of column heads) 07 Hrs.

2. Moment Distribution Method

2.1 Introduction

2.2 Definition of terms

2.3 Development of the method

2.4 Analysis of continuous beams (with & without translatorymotion of joints)

2.5 Analysis of non sway type of frames

2.6 Analysis of sway type of orthogonal portal frames.07 Hrs.

3. Kani’s Method of analysis

3.1 Introduction

3.2 Development of the method

3.3 Analysis of continuous beams (with & without translatorymotion of joints)

3.4 Analysis of non sway portal frames

3.5 Simplified analysis of symmetrical portal & multistoriedframes (only upto two stories) without lateral sway

3.6 Analysis of portal frames with lateral sway (due tounsymmetrical vertical loading only) 07 Hrs.

STRUCTURAL ANALYSIS – II

Subject code: 11CV52 Credits : 04


Hours/Week : 3hrs. (Theory) + 2hrs. (Tutorial) Total Hours : 42

PART - B

4. Redundant Frames:

4.1 Introduction

4.2 Analysis of Trusses (Redundant upto second degree)

4.3 Stresses due to error in length (Up to two members)06 Hrs.

5. Introduction To Matrix MethodsStructure Stiffness Method

5.1 Fundamentals of the Stiffness Method

5.2 Equivalent joint loads

5.3 Displacement, Transformation matrix

5.4 Member Stiffness matrix, Total stiffness or System stiffnessmatrix.

5.5 Concept of Direct stiffness method and application tocontinuous beam (D.O.F.d” 3)

Structure Flexibility Method

5.6 Fundamentals of Flexibility Method

5.7 Element Flexibility matrix

5.8 Principle of contragradience, and force TransformationMatrix,

5.9 Member flexibility Matrix. 08 Hrs.

5.10 Application to continuous beam (Static Indeterminacy d” 3)

6. Structural Dynamics

6.1 Introduction,

6.2 Brief History of structural Dynamics

6.3 Some Basic Definitions

6.4 Vibration of Single degree of Freedom system, Undamped,Damped, Free Vibrations

6.5 Logarthmatic Decrement. 07 Hrs.REFERENCE BOOKS:

1. Basic structural analysis – C.S. Reddy

2. Strength of materials Vol-II – B.C.Punmia

3. Advanced structural analysis – Ashok.K.Jain

4. Theory of structures – S. Ramamrutham

5. Intermediate structural analysis – C. K. Wang.

6. Matrix methods of Structural Analysis — Pandit and Gupta

7. Vibrations, Dynamics and Structural Systems – Madhujit Mukhopadyaya.

8. Structural Dynamics – Mario Paz, CBS Publishers New Delhi.

Course Outcome:

The prerequisites for this subject are mechanics, SOM, Structural analysis-I,This subject deals with the analysis of elementary structures, continuous beamswith different boundary conditions.

Students after exposing to this subject develops skill for the analysis of anytype of continuous beams, portal frames using classical methods and also advancedmethods of Structural analysis like matrix oriented FEM, Etc. This subject is alsohelping them in to work in any of the consultancy offices of Govt or Non GovernmentalOrganisations.

Even the students can establish their own consultancy companies for theirself Employment.

Extent of Teaching: Clearly mentioned in the syllabus.

Pattern of question paper:

Four questions to be set from each part (in total eight) by inter-mixing the syllabusof respective part. Students have to answer any five full questions by selectingminimum two questions from each part.

PART -A

1. INTRODUCTION : Definition, origin and formation of soil, PhaseDiagram, Voids ratio, Porosity, Percentage Air Voids, Air content,Degree of saturation, Moisture content, Specific gravity , Bulkdensity, Dry density, Saturated density, Submerged density andtheir inter relationships and Density index. Field identification ofsoils. 06 Hrs.

2. INDEX PROPERTIES OF SOILS AND THEIRDETERMINATION : Index properties of soils- Water content ,Specific Gravity, Particle size distribution, Consistency limits andindices, insitu density, Activity of Clay, Sensitivity of clay, Thixotropyof clay and collapsible soils. Laboratory determination of indexproperties of soils: Specific gravity by Pycnometer /density bottlemethod, particle size distribution (Sieve analysis and Hydrometeranalysis only) , Liquid Limit- Casagrande and cone penetrationmethods, Plastic limit and shrinkage limit determination. 06Hrs.

3. CLASSIFICATION OF SOILS : Particle size classification – MITclassification and IS classification, Textural classification. Unifiedsoil classification and IS classification - plasticity chart and itsimportance. 03 Hrs.

4. CLAY MINERALOGY AND SOIL STRUCTURE : Single grained,honey combed , flocculent and dispersed structures, Valence bondsSoil-Water system, Electrical diffuse double layer ,adsorbedwater,base-exchange capacity. Common clay minerals in soil andtheir structures- Kaolinite, Illite and Montmorillonite. 05 Hrs.

PART-B

5. FLOW OF WATER THROUGH SOILS : Darcy’s law- assumption

GEOTECHNICAL ENGINEERING – I




and validity, coefficient of permeability and its determination(laboratory), factors affecting permeability, permeability of stratifiedsoils, Seepage velocity, Superficial velocity and coefficient ofpercolation, effective stress concept-total pressure and effectivestress, quick sand phenomena, Capillary Phenomena. 04 Hrs.

6. COMPACTION OF SOILS DEFINITION : Standard and Modifiedproctor’s compaction tests, factors affecting compaction, effect ofcompaction on soil properties, Field compaction control-proctorneedle. 04Hrs.

7. CONSOLIDATION OF SOILS : Definition, Mass-spring analogy,Terzaghi’s one dimensional consolidation theory, assumption andlimitations. Normally consolidated, under consolidated and overconsolidated soils. Preconsolidation pressure and its determinationby casagrande’s method and loglogmethod. Laboratory onedimensional consolidation test. Determination ofconsolidationcharacteristics of soils-compression index. and coefficient ofconsolidation, Determination of coefficient of consolidation bysquare root of time fitting method and logarithmic time fittingmethod. 08Hrs.

8. SHEAR STRENGTH OF SOIL : Concept of shear strength, Mohr’sstrength theory, Mohr-coulomb theory, measurement of shearparameters. Direct shear test, unconfined compression test, Triaxialcompression test and vane shear test. Test under different drainageconditions. Conventional and modified failure envelops. Total andeffective shear strength parameters, factors affecting shearstrength of soils. 06 Hrs.

OUTCOME :The student is exposed to the basics of soil Mechanics. The students will be exposed tothe testing procedures for the soil for various engineering and index properties. They canclassify the soil, calculate settlement under the building and obtain the shear strength ofsoil. They gain knowledge of the concepts of field compaction of soil.

TEXT BOOKS:

1. Dr.V.N.S. Murthy, “Soil Mechanics and Foundation Engineering” Sai Tech Publishers,Chennai.

2. Dr B.C Punmia., “Soil Mechanics and Foundation Engineering” Laxmi PublicationsPrivate Ltd. New Delhi.

3. Iqbal.H.Khan, “Text Book of Geotechnical Engineering” 2nd edition, PHI,India (2005).

4. Dr. K.R. Arora, “Soil Mechanics and Foundation Engineering” standard Publishersand Distributors, Delhi.

REFERENCE BOOKS:

1. Braja. M. Das, “Principles of Geotechnical Engineering”

2. Dr. C.Venkataramaiah, “Geotechnical Engineering” New age Publications.

3. Gopal Ranjan and A.S.R. Rao, “Basic and Applied Soil Mechanics” New ageinternational (P) Ltd., New Delhi, 2nd edition, (2000).


Pattern of Question Paper:

Four questions to be set from each part (in total eight) by inter-mixing the syllabus ofrespective part. Students have to answer any five full questions by selecting minimumtwo questions from each part.

PART -A

1. GENERAL FEATURES OF REINFORCED CONCRETE

1.1 Basic concepts of reinforced concrete

1.2 Methods and design philosophy in structural design

1.3 Loads, Stress – Strain behavior of concrete and steel

1.4 Working stress method (Elastic theory): Assumptions,concept of Transformed Area. 04 Hrs.

2. PRINCIPLES OF LIMIT STATE METHOD OF DESIGN ANDULTIMATE STRENGTH OF R.C. SECTIONS.

2.1 Philosophy of limit state design.

2.2 Characteristic loads and design loads

2.3 Characteristic strength and design strength

2.4 Limit State of Collapse - Flexure

DESIGN OF R.C.C STRUCTURES




2.5 Ultimate flexural strength of rectangular sections and flangedsections

2.6 Limit State of Collapse - Shear

2.7 Ultimate Shear strength of R.C. Sections

2.8 Limit State of Collapse - Torsion

2.8 Concepts of development length and anchorage in R.C.Sections.

2.9 Numerical examples for analysis of rectangular, flangedsection in Flexural, Shear Torsion and development length.

08 Hrs.

3. SERVICEABILITY REQUIREMENTS OF R.C.SECTIONS

3.1 Introduction

3.2 Limit state in deflection. Deflection limits as perIS : 456-2000

3.3 Computation of short term and long term deflection forSingly Reinforced Rectangular Beams.

3.4 Control of cracking and computation of crack width as perIS 456-2000 for Singly Reinforced Rectangular Beams.

04 Hrs.

4. DESIGN OF BEAMS

4.1 Code requirements in the design of beams, cover toreinforcement, spacing of Reinforcement, curtailment andsplicing of reinforcement

4.2 Design of reinforced rectangular beams with detailing.(Cantilever & Simply supported)

4.3 Design of flanged beams with detailing (Tee-beam and L-beam) 05 Hrs.

PART - B5. DESIGN OF SLABS

5.1 Introduction

5.2 General aspects in the design of slabs

5.3 Design & detailing of rectangular slabs spanning in onedirection (Simply supported and Continuous) as perIS : 456-2000

5.4 Design & detailing of rectangular slabs spanning in twodirections (Simply supported and Continuous) as perIS : 456-2000

5.5 Design & detailing of Cantilever slabs. 06 Hrs.

6. DESIGN OF STAIRCASE

6.1 Introduction

6.2 Structural behavior of staircases

6.3 Loads and distribution of load on staircases as perIS : 456-2000

6.4 Design & detailing of staircases (Dog legged, Open welltype)

6.5 Design concepts of Free Standing Stair cases. 04 Hrs.

7. DESIGN OF COLUMNS

7.1 Introduction

7.2 Limit state of compression

7.3 Minimum eccentricity, slenderness limits

7.4 Code provisions for reinforcement & detailing

7.5 Design & detailing of short axially loaded columns (Square& Rectangular and circular)

7.6 Design & detailing of short columns under axial load withuniaxial bending and axial load with biaxial bending usingSP-16 (Square & Rectangular sections). 05 Hrs.

8. DESIGN OF FOOTING

8.1 Introduction

8.2 Structural behavior of footing

8.3 Footing shapes & size, Reinforcement requirement as perIS : 456 : 2000

8.4 Design & detailing of Isolated footing (Square & Rectangularfooting). 06 Hrs.

NOTE: Use of IS 456 – 2000 is permitted in examination and SP-16 to be used in designof columns only.


Pattern of question paper: Four questions to be set from each part (in total eight) byinter-mixing the syllabus of respective part. Students have to answer any five full questionsby selecting minimum two questions from each part.

COURSE OUTCOME: - The Prerequisites for this subject are Mechanics, SOM, SA andConcrete Technology. This subject deals the design of elementary R.C.C. structures whichare the basic components of any R.C.C. buildings. Students after exposing to this subjectdevelop skill for the design of any type of elementary structures built by R.C.C. Thissubject helps them to work in any governmental departments, private consulting companiesand even they can establish their own consultancy companies for their self-employment.

REFERENCE BOOKS:

1. A.K. Jain “Limit state method of design “ Nemichand and Bros, Roorkee

2. N.Krishna Raju “ Design of reinforced concrete structures, CBS publishers anddistributors, New Delhi

3. Unnikrishanan and devdas menon “Design of reinforced concrete structures” PHI,New Delhi

4. Park and paulay “Reinforced Concrete “, Jhon Wiley & sons

5. Kong and Evens “Reinforced and Prestressed Concrete”, ELBS London

6. P. Purushothaman Reinforced concrete Structural Elements”, Tata McGraw-HillPublishers, New Delhi

7. H.J. Shah “Reinforced concrete”, Charotor Publishing House, Anand.

PART -A

1. INTRODUCTION: Human activities and environmental pollution.Requirement of Water for various beneficial uses. Need forprotected water supply. 02 Hrs.

2. DEMAND OF WATER : Types of water demands- domesticdemand in detail, institutional and commercial, public uses, firedemand. Per capita consumption –factors affecting per capitademand, population forecasting, different methods with meritsand demerits- variations in demand of water. Fire demand –estimation by Kuichling’s formula, Freeman formula and nationalboard of fire underwriters formula, peak factors, design periodsand factors governing the design periods. 06Hrs.

3. QUALITY OF WATER : Objectives of water quality management.Concept of safe water wholesomeness, palatability and potable.water born diseases. EXAMINATION OF WATER: objectives –Physical chemical and Microbiological Examinations, (IS: 3025 andIS: 1622) using analytical and instrumental techniques. Drinkingwater standards BIS and WHO standards. Health significance ofFluoride, Nitrates and heavy metals like Mercury and Cadmium.Sampling of water for examination. 06 Hrs.

4. SOURCES: Surface and subsurface sources – suitability with regardto quality and quantity. 06 Hrs.

5. COLLECTION AND CONVEYANCE OF WATER: Intakestructures – different types of intakes; factor of selection andlocation of intakes. Pumps- Necessity, types – power of pumps;factors for the selection of a pump. Pipes - Design of the economicaldiameter for the rising main; Nomograms – use; Pipeappurtenances. 06 Hrs.

ENVIRONMENTAL ENGINEERING-I



Hours/Week : 4hrs. (Theory) Total Hours : 52

PART B

6. WATER TREATMENT: Objectives – Treatment of flow-chart.Aeration- Principles, types of aerators. 02 Hrs.

7. SEDIMENTATION: Theory , settling tanks, types, design. Aidedsedimentation – with coagulants, dosages, chemical feeding, flashmixing, and flocculater-design of all units. 04 Hrs.

8. FILTRATION: Mechanism – theory of filtration, types of filters,slow sand, rapid sand and pressure filters including construction,operation, cleaning and their design – excluding under drainagesystem – back washing filters. 04 Hrs.

9. DISINFECTIONS: Theory of disinfections, methods ofdisinfections, Chlorination, chlorine demand, residual chlorine, useof bleaching powder 03 Hrs.

10. SOFTENING – definition, methods of removal of hardness bylime soda process and zeolite process. 03 Hrs.

11. METHODS OF DISTRIBUTION SYSTEMS : System of supply,service reservoirs and their capacity determination, methods oflayout of distribution. 05 Hrs.

12. MISCELLANEOUS : Pipe appurtenances, various valves, type offire hydrants, pipefitting, Location of water supply pipes in buildings.

02 Hrs.

13. CONCEPTS OF RAIN WATER HARVESTING : Importance ofrain water harvesting and methods of rain water harvesting.

03 Hrs.

OUTCOME

1. Students will acquire the knowledge about the sources of water, its transportation,treatment and distribution.

2. Students will be capable of testing water for its various qualities and assessing itspotability as per standards.

TEXT BOOKS

1. S.K.Garg “Water supply Engineering” Vol 1 – Khanna Publishers

2. B.C. Punmia and Ashok Jain, “Environmental Engineering” –

3. CPHEEO, “Manual on Water supply and treatment” –Minstry of Urban Development,New Delhi

REFERENCE BOOKS

1. Water Technology – Hammer and Hammer.

2. Howard S. Peavey, Donald R. Rowe, George TechnoBanoGlous, “Environmental

Engineering” McGraw Hill International Edition .


Pattern of question paper: Four questions to be set from each part (in total eight) by

inter-mixing the syllabus of respective part. Students have to answer any five full questionsby selecting minimum two questions from each part.

PART-A

INTRODUCTION: Environment, definition, components of environmentand its interaction. Ecology – Definition, Subdivisions of Ecology.04 Hrs.

CONCEPTS OF ECOSYSTEM: Structural and functional characteristicsof an ecosystem. Balanced ecosystem, biological control, production anddecomposition in nature. 06 Hrs.

PRINCIPLES AND CONCEPTS PERTAINING ENERGY INECOLOGICAL SYSTEM: Fundamental principles related to energy,energy environment, laws of thermodynamics, energy system. Pathwaysof energy in the biosphere; Concept of productivity – its measurement ;Food chains/ Food webs – trophic levels, trophic structure. 08 Hrs.

BIO-CHEMICAL CYCLES: Concept of bio-geo chemical cycles –significance, pathways of matter in the biosphere, C, N, S & P cycles.

05 Hrs.PART-B

FRESH WATER ECOLOGY: Fresh water environment types and limitingfactors, classification of fresh water organisms, fresh water biota (flora& fauna), zonation in streams, Eutrophication of lakes. 08 Hrs.

MARINE ECOLOGY: Marine environment, marine biota, zonation inthe area(case study), estuarine ecology. 05 Hrs.

ECOLOGY AND ENVIRONMENT




POLLUTION AND ENVIRONMENTAL HEALTH: Types of pollution,effect on human health, effects on aquatic and terrestrial system.

03 Hrs.

GLOBAL ENVIRONMENT PROBLEMS: Acid rain, ozone layer depletion,green house effect, Global warming. 03 Hrs.

OUTCOME:

1. Students will learn structure & functions of interaction between all the componentsviz., Earth, Air, Water, Environment & Life existing on the earth.

2. Students will also learn, local, regional, national & global issues of environmentaldegradation arising out of anthropogenic activities.

TEXT BOOKS:

1. P. D. Sharma, “Ecology and Environment” Rastogi Publishers

2. E. P. Odum , “Ecology”

REFERENCE BOOKS :

1. Chantlet, “Environmental Protection”

2. Arora, K. L, “Fundamentals of Environmental Biology”

3. Koromandy, “Ecology”

4. S.K.Garg, “Environmental Engineering” Vol-II

5. Koptal and Bali, “Concepts of Ecology” Vishal Publications, Jalandhar



PART-A

THEORY OF ERRORS AND TRIANGULATION ADJUSTMENT: Errorsand classification of errors Precision and accuracy, Laws of weights andaccidental errors. 5 Hrs.

PROBABILITY: Probability distribution function and density function –normal distribution .RMS error-measure of precision .Rejection ofobservations-principles of least squares-Normal equations. 5 Hrs.

METHOD OF CORRELATES: Triangulation adjustment. Angleadjustment, station adjustment and figure adjustment. 5 Hrs.

ELECTRONIC DISTANCE MEASUREMENT (EDM): Introduction,Electro Magnetic (EM) Waves. Phase comparison and modulation.Instruments –Geodimeter – Tellurimeter – Distomat –Range finders –Radars .Introduction to GPS Total Station. 6 Hrs.

PART-B

FIELD ASTRONOMY: Earth celestial sphere .Solar system Position byaltitude and azimuth system-spherical triangle and spherical trigonometry.Astronomical triangle Nepiers rule. 6 Hrs.

TIME: Siderial time, day and year – solar time and day – Greenwichmean time – standard time. Meridian and azimuth – their determination-latitude and its determination. 5 Hrs.

HYDROGRAPHIC SURVEYING: Methods of sounding. Instruments.Three point problem. Tidal and Stream discharge measurement. 5 Hrs.

SETTING OUT WORKS: Introduction .Setting out of buildings, culverts,bridges, pipeline and sewers, tunnels. 5 Hrs.

ADVANCED SURVEYING




TEXT BOOKS

1. Surveying Vol I ,II & III- B.C.Punmia-Lakshmi Publications,New Delhi.

2. Surveying Vol I & II- Duggal S.K.-Tata Mc Graw-Hill publishing Co.,

3. Surveying Levelling - Part I & II – Kanitkar T.P & Kulkarni S.V- Pune VidhyarthiGruha Prakashana.

REFERENCE BOOKS:

1. Introduction to Surveying-James, Anderson & Edward, M .Mikhail-MC-Graw -Hill Book Co., 1985.

2. Analysis and Survey measurements-M.Mikhail and Gracie,G.Van NostrandReinhold Co.,(NY)-1980.

3. Plane and Geodetic Surveying for Engineers-David Clark – Vol I & II-CBSpublishers and distributors, New Delhi.

OUTCOME OF SYLLABUS:

1. The student with basic knowledge of surveying are prepared for undertaking theadvanced precision surveying for highest degree of accuracy required for thegeodetic surveying with knowledge of triangulation adjustment, Theory of errorsand probability.

2. The surveying techniques using high precision instruments and highly refinedmethodology is necessary for surveying large area of land .This aspect is dealt inthe syllabus by Triangulation survey with application of corrections, triangulationadjustment, station adjustment, angle adjustment and figure adjustment.

3. The modern surveying instruments and satellites have improved the quality ofprecision surveying work, surveying in difficult terrains, economical and consumingconsiderably less time and labour. The students are exposed to the basic knowledgeof such instruments like Total station, Electronic distance measurement and GPSsurveying.

4. The determination of latitude and meridian is dealt with Field astronomy .Thestudents are taught with the knowledge of sounding, Tidal and stream dischargemeasurements and surveying the river and water bodies in hydrographic surveying.

5. The surveying techniques knowledge involving setting out works for Tunnels,pipeline and sewer, bridges and buildings for implementation of above projectsare given to the students.

PART-AIntroduction: Energy in building materials, Environmental issuesconcerned to building materials, Global warming and construction industry,and Environmental friendly and cost effective building technologies.Requirements for building of different climatic regions. Traditional buildingmethods and vernacular architecture. 05 Hrs.

Alternate Building Materials: Characteristics of building blocks forwalls, stones and laterite blocks, Bricks and hollow clay blocks, concreteblocks, stabilized blocks: mud blocks, steam cured blocks, Fal-G Blocksstone masonry block. 05 Hrs.

Lime Pozzolana cement: Raw materials, manufacturing process,properties and uses. Fiber reinforced concrete-Matrix materials, Fibers:metal and synthetic, properties and applications Fibre reinforced plastics,matrix materials ,Fibres: organic and synthetic, properties andapplications. Building materials from agro and industrial wastes. Typesof agro wastes, Types of industrial and mine wastes, properties andapplications. Field quality control test methods. 05 Hrs.

Alternative Building Technologies: Alternative for wall construction,Types construction methods, Masonry mortars types, preparation andproperties. Ferrocement and ferroconcrete Building components,materials and specifications. Properties, construction methods,applications, alternative roofing systems- concepts, filler slabs, compositebeam panel roofs, masonry vaults and domes. 06 Hrs.

PART - BStructural Masonry: Compressive strength of masonry elements,factors affecting compressive strength, of units, prisms,/wallets and walls,effect of brick work bond on strength. Bond strength of masonry: Flexureand shear. Elastic properties of masonry materials and masonry. 05 Hrs.

ALTERNATIVE BUILDING MATERIALS AND TECHNOLOGY




Equipment for Production of Alternative Materials: IS Codeprovisions, Design of masonry compression elements, concepts in lateralload resistance. 06 Hrs.

Cost Effective Buildings Design: Cost concepts in buildings ,costsaving techniques in planning, design and construction. Cost Analysis:Case studies using alternatives. 05 Hrs.

Equipment for Production of Alternative Materials: Machines formanufacture of concrete, Equipments for production of stabilized blocks.Moulds and methods of production of precast elements. 05 Hrs.

Outcome of the Course:

1) After going through the course students are able to develop alternative materialsfor masonry construction.

2) Students are able to compare existing masonry materials in terms of cost, test fortheir properties and select good masonry materials.

3) Students are able to select good and economical masonry mortar

4) Student will be able to do cost effective design of masonry unit.



Text Books:

1. Alternative Building methodologies for engineers and Architects, lecture notesedited: K.S. Jagadish and B.V.Venkatraman Reddy. IISC Bangalore.

2. Structural Masonry: by Arnold W.Henry.

Reference Books:

1) Relevant IS codes.

2) Alternative building materials and technologies.

3) Proceedings of workshop on Alternative building material and technology. 19 thto 20 th December 2003 at B.V.B College of Engineering and Technology Hubli.

Course Outcome

At the end of this elective, student shall be able to :

1. Do Problem Solving using Programming and algorithms

2. Design and test simple programs in C language

3. Document artifacts using common quality standards

4. Design simple data store using RDBMS concepts and implement

PART - A

UNIT I :

• Introduction to Computer Systems - Basics of computer systems -Various hardware components - Data storage and various Memoryunits - Central Processing Unit - Execution cycle - Introduce tosoftware and its classifications

• Operating system concepts– Introduction – Memory management- Process management - Interprocess Communication – Deadlocks- File management - Device management 6 Hrs.

UNIT II :

• Problem solving Techniques - Introduction to problem solving -Computational problem and it’s classification - Logic and its types -Introduction to algorithms - Implementation of algorithms usingflowchart - Flowcharts implementation through RAPTOR tool -Searching and sorting algorithms - Introduction and classificationto Data Structures - Basic Data Structures - Advanced DataStructures. 5 Hrs.

UNIT III:

• Programming Basics - Introduction to Programming Paradigms andPseudo Code - Basic programming concepts - Program Life Cycle -Control Structures - Introduction and Demonstration of 1-D Arrayand 2-D Array - Searching and Sorting techniques - Demonstration

ESSENTIALS OF IT




Concept of memory references in arrays –Strings - CompilerConcepts - Code Optimization techniques

• Structured Programming – Functions – Structures - File Handling -Introduction to Software Development Life Cycle - Industry CodingStandards and Best Practices - Testing and Debugging - Code Review

14 Hrs.UNIT IV:

• RDBMS- data processing – the database technology – data models

• ER modeling concept –notations – Extended ER features

• Logical database design - normalization

• SQL – DDL statements – DML statements – DCL statements

• Joins - Sub queries – Views

• Database design Issues. 10 Hrs.

PART - B

UNIT IV:

• Project - Project Briefing, introduction to Embedded SQL , Projectcontact sessions and Project evaluation. 7 Hrs.

NOTE: The project is a Group Activity consisting of 3/4members in ateam. The Project will be carried out offline for duration of 25-32 hours.

UNIT VI: Tutorial

The assignments for Operating System Concepts, Problem Solvingtechniques, Programming & Testing and RDBMShave to be completedas a part of Tutorial.

UNIT VII: Project

Students are required to implement an Employee Information systemusing the concepts of Programming & Testing and RDBMS.

Following activities are involved in Project Development:

• Preparation of High level design and Detailed design document,

• Unit Test Plan and Integrated Test Plan

• Coding and Unit Testing , Integration Testing

Students can use the following to implement the Project:

• Programs using C Language

• Embedded SQL can be used to connect the Front-End with thebackend Database systems

The project will be evaluated using the rubrics methodology before thefinal examination.

Software required for Tutorials and Project:

Sl. No Course S/W on Students Machine Remarks

1. Programming Visual Studio Alternate: Visual

& Testing NET (2005 Studio 6

2. Problem Solving Raptor Tool Open Source

Techniques Freeware tool

3. RDBMS / Project Oracle 9i /10G

Mode of Examination:

The final examination carries 50 Marks. The Institute will conduct all theassessments.

Internal assessments carry 50 Marks which includes Theory Assessment(30 Marks),

Assignments (8 marks) and Project Work (12 marks)

Theory Assessments to be conducted based on CAMP methodology.

1. Test for determination of specific gravity and moisture content.

2. Grain size analysis of soil sample (sieve analysis) .

3. In situ density by core cutter and sand replacement methods.

4. Consistency limits- Liquid limit (casagrande and cone penetrationmethods), plastic limit and shrinkage limit.

5. Standard Proctor compaction test and Modified Proctor Compactiontest.

6. Coefficient of permeability by constant head and variable headmethods.

7. Strength tests

a) Unconfined compression test

b) Direct shear test (for small and big particle size)

c) Triaxial compression test

8. Consolidation test – determination of compression index and co-efficient of consolidation.

9. Laboratory vane shear test

10. a) Demonstration of miscellaneous equipments such as Augers,Samplers, Rapid moisture meter, Proctor’s needle.

b) Demonstration of Hydrometer test.

c) Demonstration of free Swell Index test.

d) Demonstration of determination of relative density

PATTERN OF EXAMINATION

Any one of the above experiment is to be conducted in the examination by the student.

GEOTECHNICAL ENGINEERING LABORATORY



Hours/Week : 2hrs. (Practical) Total Hours : 28

PART-A

1. CEMENT: Normal Consistency, Setting time, Soundness byAutoclave method, Compression strength test and Air Permeabilitytest for fineness, Specific gravity of cement. 06 Hrs.

2. FINE AGGREGATE: Sieve analysis, specific gravity and waterabsorption, Bulk density, Bulking of fine aggregate, Voids Content,Silt content. 06 Hrs.

3. COARSE AGGREGATES: Sieve analysis, specific gravity and waterabsorption, Bulk density, Crushing, abrasion, impact and shapetests (Flaky, Elongation, Angularity number. 06 Hrs.

PART-B

4. FRESH CONCRETE: Workability-slump, Compaction factor VeeBee tests and flow table tests. Determination of Optimum dosageof superplasticiser using Marsh cone, Effect of Optimum dosageof super plasticizers on workability of Concrete. 08 Hrs.

5. HARDENED CONCRETE: Design of concrete mix by IS andCurrent British Method and test for Compressive strength and splittensile strength. Effect of H/D ratio on Concrete strength.Comparison of compressive strength of moist cured & acceleratedcured concrete. Effect of mineral admixture on strength of concrete.

04 Hrs.

REFERENCE BOOKS:

1. Relevant IS Codes and IRC Codes

2. Khanna, S.K and Justo, C.E.G, Highway Material testing Laboratory Manual –NemChand & Bros.

3. M.L.Gambhir- Concrete Manual – Dhanpat Rai & Sons New- Delhi.

Pattern of Examination:

Students have to perform two experiments in the examination, one from Part-A and onefrom Part-B.

CONCRETE LAB




I. Analysis of Physical Parameters:

1. Determination of Solids in Water / Sewage – Total Solids,Suspended Solids, Dissolved Solids, Volatile Solids, Fixed Solids,Settleable Solids.

2. Determination of Turbidity present in water.

3. Determination of Electrical Conductivity of water.

4. Determination of Optimum Alum Dosage.

5. Sieve Analysis of Filter Sand.

II. Analysis of Chemical Parameters:

1. Determination of Chlorides.

2. Determination of Alkalinity, Acidity.

3. Determination of Total Hardness, Calcium Hardness, MagnesiumHardness.

4. Determination of Dissolved Oxygen, Biochemical OxygenDemand(BOD), Chemical Oxygen Demand(COD).

5. Determination of Percentage of Chlorine in Bleaching Powder,Residual Chlorine, Chlorine Demand.

III. Analysis of Chemical Parameters by InstrumentalMethods:

1. Determination of pH.

2. Determination of Sulphate.

3. Determination of Flouride.

4. Determination of Iron.

5. Determination of Nitrate.

IV. Analysis of Biological Parameters:

1. Determination of Total Count Test, Most Probable Number (MPN).

ENVIRONMENTAL ENGINEERING LABORATORY




REFERENCE BOOKS :

1. Standard Methods for Examination of Water & Wastewater American Publication-

Association of Water Pollution Control Federation, American Water WorksAssociation, Washinngton DC (New Edition).

2. Manual of Water Wastewater Analysis – NEERI Publication.

3. IS Standards : 2490-1974, 3360-1974, 3307-1974.

4. Chemistry for Environmental Engineering By Sawyer & Macarty.

PATTERN OF EXAMINATION :

Any one of the above exercise is to be conducted in the examination by the student.

PART-A

1. INTRODUCTION : waste water disposal – Necessity for sanitation,methods of sewage disposal, types of sewerage systems and theirsuitability. 03 Hrs.

2. QUANTITY OF SEWAGE : Dry weather flow, factors affectingdry weather flow, flow variations and their effects on design ofsewerage system; computation of design flow, estimation of stormflow, rational method and emperical formulae of design of stormwater drain; Time of concentration. 04Hrs.

3. DESIGN OF SEWERS : Hydraulic formulae for velocity, effects offlow variaitons on velocity, self-cleansing and non-scouring velocities.Design of hydraulic elements for circular sewers flowing full and forpartially full. 04 Hrs.

MATERIALS OF SEWERS : Sewer materials, Shapes of sewers,laying of sewers, jointing and testing of sewers, ventilation andcleaning of sewers. 03 Hrs.

5. SEWER APPURTENANCES : Catch basins, manholes, flushingtanks, oil and grease traps, drainage traps, basic principles of housedrainage, typical layout plan showing house drainage connections,maintenance of house drainage. 03 Hrs.

6. ANALYSIS OF SEWAGE : Physical, chemical and biologicalcharacteristics concepts of aerobic and anaerobic activity, CNS cycles,more emphasis on BOD and COD. Sampling, significance, techiniquesand frequency. 04 Hrs.

PART-B

7. SEWAGE PUMPING : Need, types of pumps and pumping stations.02 Hrs.

SIXTH SEMESTERENVIRONMENTAL ENGINEERING – II

Subject code: 11CV61 Credit : 03



8. DISPOSAL OF EFFLUENTS : By dilution, self-purificationphenomenon, oxygen sag curve, zones of purification, sewagefarming, sewage sickness, dispoal standards on land and water,chlorination of sewage. 03 Hrs.

9. TREATMENT OF SEWAGE : Flow diagram of municipal sewagetreatment Plant. 01 Hrs.

Primary Treatment : screening, grit chambers, skimming tanks,primary sedementation tanks – Designs. 04 Hrs.

Secondary Treatment : Trickling filter – types, theory andoperation – Designs. 03 Hrs.

Activated sludge process – principle and flow diagram, methods ofaeration, modifications, F/M ratio – Design

Sludge : methods of sludge disposal, sludge drying beds, sludgedigestion tank. 04 Hrs.

10. MISCELLANEOUS TREATMENT METHODS : Septic tank andOxidation Ponds – Designs. Introduction to Aerobic lagoon,Anaerobic lagoon, Oxidation ditch, Anaerobic filters, RBC, UASBand Hybrid reactors. Sequencing of reactors viz., serial and parallel.

04 Hrs.TEXT BOOKS :

1. Environmental Engineerig ( Vol II ) – By S.K.Garg, Khanna Publishers

2. Environmental Engineerig – II By B.C.Punmia and Ashok Jain

3. Manual on Waste Water Treatment – CPHEEO, Ministry of Urban Development,New Delhi

4. Water and Wastewater Engineering Vol – II By Fair, Geyer, Okun, Willey EasternPublishers, New York

5. Waste Water Treatment, Disposal and Reuse - By Metcalf & Eddy Inc.. TataMcGraw Hill Publications ( 2003 Edition )

REFERENCE BOOKS :

1. Water Technology By Hammer & Hammer

2. Environmental Engineering By Howard.S.Peavy, Donald.R.Rowe, GeorgeTchobanoglouse, McGraw Hill International Edition

Note:


PART-A

1. Introduction: Importance of Transportation. Different modes oftransportation, characteristics and comparison of different modes.Road development in India, Jayakar committee recommendationsand implementation. Salient features of 1st, 2nd and 3rd 20-yearroad development plan and problems on 3rd 20 year roaddevelopment plan only. Salient features of road development planvision 2021. Present scenario of road development in India. NHDP,PMGSY, KSHIP and KRDCL projects. 04 Hrs.

2. Highway Planning: Road Types and classification, road patterns.Planning surveys or fact finding surveys, Master plan - saturationsystem of road planning, phasing road development programme– problems on best alignment among alternate proposals andphasing. 04 Hrs.

3. Highway Alignment and Surveys: Ideal alignment, factorsaffecting alignment, engineering surveys for new and realignmentprojects. 04 Hrs.

4. Highway Geometric Design: Importance, factors controllingthe design of geometric elements. Highway cross section elements– pavement surface characteristics, camber, width of carriageway,shoulder width, formation width, right of way, typical cross sectionof roads. Design speed – sight distances - Design of horizontalalignment: radius of curve, superelevation, extra widening oncurves, transition curves and vertical alignment –Summit and valleycurves. Numerical problems on above (No derivation of formulaeonly brief description) 09 Hrs.

5. Pavement Materials: Properties and requirements of subgradesoils, HRB and IS soil classification. Determination of CBR andModulus of subgrade reaction of soil. Properties and requirements

TRANSPORTATION ENGINEERING – I




of road aggregates, Bitumen – Tar – Emulsion – Cutback (Testson aggregates and bitumen not included). Numerical problems onabove. 05 Hrs.

PART-B6. Pavement Design: Types of pavements – Design factors,

Determination of ESWL by equal stress criteria using graphicalmethod only, EWL factors and numerical problems. IRC methodof flexible pavement design based on CSA method using IRC: 37– 2001. Stresses in rigid pavement and design of rigid pavementas per IRC: 58 – 2002 excluding design of joints. 07 Hrs.

7. Pavement Construction: Specifications, construction steps andquality control tests for Granular sub base course, WBM basecourse. Brief description on bituminous constructions such as primecoat, tack coat, bituminous binder course (BM and DBM), commontypes of bituminous surfacing courses such as surface dressing,premixed carpet (PMC) and bituminous concrete. Constructionsteps for cement concrete pavements. 05 Hrs.

8. Surface and Subsurface drainage system for road pavements,types, functions and basic design principles. 05 Hrs.

9. Highway Economics and Financing: Highway user benefits –VOC using charts only – Highway costs – Economic analysis byannual cost method and benefit cost ratio methods. Numericalproblems on above. Highway financing – BOT and BOOT concepts.

05 Hrs.

10. Pavement Maintenance: Pavement failures, cases. Maintenanceof highways. Principles of pavement evaluation – functional andstructural evaluation. 04 Hrs.

TEXT BOOKS:

1. Khanna, S.K. and Justo, C.E.G., “Highway Engineering” Nem Chand and Bros,Roorkee 8th Edition (2003).

2. Kadiyali, L.R., “Highway Engineering” Khanna Publishers, New Delhi.

3. Subramanyam, K.P., “Tansportation Engineering –I” Scitech Publications, Chennai.

4. Rao, G.V., “Principles of Transportation and Highway Engineering,” McGraw – HillPublishing Company Limited, New Delhi.

REFERENCE BOOKS/CODES:

1. IRC: 37-2001, IRC: 58-2002 and other relevant IRC codes

2. MoRT&H-2001, “Specifications for Roads and Bridges” New Delhi (2001)

3. Partha ChakraoBorthy and Animesh Das, “Principles of Transportation Engineering”,Prentice-Hall of India Private Limited, New Delhi (2003)

Note:Pattern of question paper: Four questions to be set from each part (in total eight) byinter-mixing the syllabus of respective part. Students have to answer any five full questionsby selecting minimum two questions from each part.

PART-A

1. SUBSURFACE EXPLORATION: Importance, Explorationprogram, Methods of exploration: Boring, sounding tests,geophysical methods-Electrical resistivity and Seismic refractionmethods. Types of samples- undisturbed, disturbed andrepresentative samples. Samplers, sample disturbance, area ratio,Recovery ratio, clearance, Stabilization of boreholes .Typical boringlog. Number and depth of borings for building and dams.Determination of ground water level by Hvorselev method

06 Hrs.

2. STRESS IN SOIL: Boussinesq’s and Westergard’s theories forconcentrated, circular, rectangular, line and strip loads. Newmark’schart, Pressure bulb, contact pressure. 06 Hrs.

3. LATERAL EARTH PRESSURE: Active and Passive earthpressures, Earth pressure at rest, Earth pressure coefficient andtheir range.Earth pressure theories-Rankine’s and Coulomb’s –assumptions and limitations,Graphical solutions for active earthpressure (cohesionless soil only) –Culmann’s and Rebhann’smethods Lateral earth pressure in cohesive and cohesionless soils,Earth pressure distribution. 08 Hrs.

GEOTECHNICAL ENGINEERING – II




PART-B4. FLOWNETS: Laplace equation, characteristics and uses of

flownets,Methods of drawing flownets for Dams and sheet piles.Estimating quatity of seepage and Exit gradient. Determination ofphreatic line in earth dams with and without filter. 06 Hrs.

5. STABILITY OF EARTH SLOPES: Types of slopes, causes andtype of failure of Slopes. Definition of factor of safety, Stability offinite and infinite slopes- Method of slices, Friction Circle method,Fellineous method ,Taylor’s stability number. 06 Hrs.

6. BEARING CAPACITY: Definitions of ultimate, net and safebearing capacities Allowable bearing pressure. Terzaghi’s andBrinch Hansen’s bearing capacity equations-assumptions andlimitations. Bearing capacity of footing subjected to eccentricloading .Effect of ground water table on bearing capacity. Plateload test, Standard penetration test, cone penetration test.

08 Hrs.

7. FOUNDATION SETTLEMENT: Concept, immediate, consolidationand secondary settlements (no derivations), Tolerance BISspecifications for total and differential settlements of footings andrafts. 02 Hrs.

TEXT BOOKS:

1. V.N.S. Murthy, “Soil Mechanics and Foundation Engineering” Sai Tech Publishers,Chennai.

2. Bowles, J.E., “Foundation Analysis and Design” 5th Ed, McGraw Hill Pub.Co., NewYork (1996).

REFERENCE BOOKS:

1. Dr. C.Venkataramaiah, “Geotechnical Engineering” New age Publications.

2. Dr. Alam Singh, Modern Geotechnical engineering

3. Braja M Das, “Principles of Geotechnical Engineering”

4. Gopal Ranjan and A.S.R. Rao, “Basic & Applied Soil Mechanics” New ageinternational (P) Ltd., New Delhi (2000).

Note:


PART-A

1. INTRODUCTION water resources engineering disciplines, watermanagement sectors, Water wealth of India. Importance of waterresources projects in the country. 3 Hrs.

2. HYDROLOGY hydrological cycle, water shed hydrology,measurement of precipitation, computation of precipitation, missingrainfall data, rainfall density, Numerical Problems. 8 Hrs.

3. RUNOFF: runoff cycle, factors affecting runoff, computation ofrunoff by empirical formulas, rational method., Numerical problems.

8 Hrs.

4. RESERVOIRS: Investigation for reservoir site, determination ofstorage capacity & yield of reservoirs using mass curve, storagezones, economical height of dam Numerical Problems. 8 Hrs.

PART-B

5. CANALS: Types of canals, alignment of canals, definition of grosscommand area, culturable command area, intensity of irrigation,time factor, crop factor, duty, delta, base period, balancing depthof canal, L-section, capacity of irrigation canals, irrigation efficiency,Numerical problems. 11Hrs.

6. SPILLWAYS: Necessity, types, ogee spillway, energy dissipaters–hydraulic jump, bucket type, stilling basin (type 2 &4). 7 Hrs.

7. EARTHEN EMBANKMENTS: Types, failures, preliminary design,drainage arrangements. Phreatic line in earthen dams, Numericalproblems, design criteria of earth dams, stability of slopes byswedesh slip circle method. 7 Hrs.

WATER RESOURCES ENGINEERING




REFERENCE BOOKS:

1. R.K.Sharma, “Hydrology & Water resources Engineering”

2. Garg, S.K., “Hydrology & Water Resource Engineering” khanna publications

3. Modi, P.N., “Irrigation, Water Resources and Water Power Engineering” StandardBook House, New Delhi.

4. Punmia and Pandey Lal, “Irrigation and Water Power Engineering” LakshmiPublications, New Delhi.

Note:


PART-A

1. Fundamentals of the stiffness method, equivalent joint loads,member coordinates and global coordinates DisplacementTransformation matrix, force transformation matrix. Relationshipbetween displacement Transformation matrix and forceTransformation matrix. Member stiffness matrix, element Structurestiffness matrix, Total or System stiffness matrix. Analysis ofcontinuous beams and frames using stiffness method (elementapproach only) 05 Hrs.

2. Introduction to direct stiffness method, Local and global co-ordinatesystem, Transformation of variables, Transformation of the memberdisplacement matrix, Transformation of the member Force matrix,Transformation of the member stiffness matrix, Transformation ofthe stiffness Matrix of the member of a truss, Transformation ofthe stiffness matrix of the member of the Rigid frame, Overallstiffness matrix, Boundary conditions, Computation of internalforces Development of member stiffness matrix in global systemfor truss element. Application of Direct Stiffness method in trussanalysis 06 Hrs.

MATRIX METHODS OF STRUCTURAL ANALYSIS




3. Development of member stiffness matrix in global system for beamand rigid frame element Application of direct Stiffness method inanalysis of continuous beams. 05 Hrs.

4. Application of direct Stiffness method in analysis of rigid frames.05 Hrs.

PART-B

5. Introduction to flexibility method, Compatibility, Equilibriumequation, Choice of released structure, Element flexibility matrix.Principle of contragredience, Equilibrium matrix, Construction offlexibility matrix of the structure. Matrix determination of thedisplacement vector, Determination of member forces. 05 Hrs.

6. Procedure of analysis of continuous beams by flexibility method.Numerical problems on Analysis of continuous beams by flexibilitymethod (element approach only) 05 Hrs.

7. Procedure of analysis of rigid frames by flexibility method.Numerical problems on Analysis of rigid frames by flexibility method(element approach only) 05 Hrs.

8. Procedure of analysis of trusses by flexibility method. Numericalproblems on Analysis of trusses by flexibility method (elementapproach only) 06 Hrs.

Note 1:

i) Determination of member forces, displacement and reactions using matrices only

ii) Number of indeterminacy shall be £ 3(for paper setting)

TEXT BOOKS:

i) M Mukhopadhyay “Matrix, finite elements, Computer and Structural analysis”,Oxford & IBW,1984

ii) W. Weaver J.M. Gere “Matrix Analysis of framed structures”, CBS publishers andDisributers,1986

iii) S Rajshekharan. G Sankara Subramanian “ Computational structural Mechanics”,PHI, 2001

iv) G.S Pandit & S P Gupta “ Structural Analysis A Matrix Approach” Tata Mc Graw-Hill,1981

v) C.S Reddy “ Basic structural Analysis”, Tata Mc Graw-Hill,1996

REFERENCE BOOKS:

i) L S Negi and R S Jangid “Structural Analysis”, Tata Mc Graw-Hill,1997

ii) H C Martin “ Introduction to Matrix Methods of Structural analysis “,Internationaltext book Company,1996

Note 2:


PART-A

1. MASONRY UNITS, MATERIALS, TYPES & MASONRYCONSTRUCTION: Brick, stone and block masonry units –strength, modulus of elasticity and water absorption of masonrymaterials – classification and properties of mortars, selection ofmortars. Defects and errors in masonry construction, cracks inmasonry, types, reasons for cracking, methods of avoiding cracks.

5 Hrs.

2. STRENGTH AND STABILITY: Strength and Stability ofconcentrically loaded masonry walls, effect of unit strength, mortarstrength, joint thickness, rate of absorption, effect of curing, effectof ageing, workmanship, strength formulae and mechanism offailure for masonry subjected to direct compression. 5 Hrs.

3. PERMISSIBLE STRESSES: Permissible compressive stress,stress reduction and shape reduction factors, increase inpermissible stresses for eccentric vertical and lateral loads,permissible tensile and shear stresses. 5 Hrs.

4. DESIGN CONSIDERATIONS: Effective height of walls andcolumns, opening in walls, effective length, effective thickness,slenderness ratio, eccentricity, load dispersion, arching action,lintels. 7 Hrs.

PART-B

5. LOAD CONSIDERATIONS FOR MASONRY: Wall carrying axialload, eccentric load with different eccentricity ratios, walls withopenings, free standing wall. 5 Hrs.

DESIGN OF MASONRY STRUCTURES




6. DESIGN OF MASONRY WALLS: Design of load bearing masonryfor building up to 3 storeys using IS : 1905 and SP : 20 procedure.

7 Hrs.

7. REINFORCED MASONRY: Application, flexural and compressionelements, shear walls. 4 Hrs.

8. MASONRY WALLS IN COMPOSITE ACTION: Composite wall-beam elements, infilled frames. 4 Hrs.

TEXT BOOKS:

1. Structural Masonry- Henry, A.W. : Macmillan Education Ltd., 1990.

2. Brick and Reinforced Brick Structures- Dayaratnam P. : Oxford & IBH, 1987.

REFERENCE BOOKS:

1. Design of masonry structures- Sinha B.P. Davies S.R. : E&FN spon 1997

2. IS 1905–1987 “Code of practice for structural use of un-reinforced masonry-(3rdrevision) BIS, New Delhi.

3. SP 20 (S&T) – 1991, “Hand book on masonry design and construction (1st revision)BIS, New Delhi.

Note:


PART-ARural Water supply: Introduction, need for a protected water supply ,investigation and selection of water sources, water borne diseases,protection of well waters, drinking water quality standards. 5Hrs.Types of Pumps, supply systems viz namely BWS MWS PWS, watertreatment methods – disinfection, deflouridation, hardness and ironremoval, Ground water contamination and control. 5Hrs.Rural sanitation : Conservancy, public latrine, concept of Eco- sanitation,trenching and composting methods, two pit latrines, aqua privy, W.C.,Septic tank, soak pit. 7Hrs.Drainage systems: - storm water and sullage disposal, rainwaterharvesting and uses. 2Hrs.Communicable diseases: - Terminology, classification, methods ofcommunications, general methods of control. 3Hrs.

PART-BRefuse collection and disposal: - Garbage, ash, rubbish, collectionmethods, transportation, disposal, - salvaging, dumping, controlledtipping, incineration, composting, dung disposal – digester, bio gas plant.

9Hrs.Milk sanitation: - Essentials, test for milk quality, pasteurization, qualitycontrol, cattle born disease, planning for a cow shed. 8Hrs.Insect control:- House fly and mosquitoes- Life cycle, diseases,transmission and control measures. 5Hrs.TEXT BOOKS:

1) Joseph .A.Solveto, “Environmental sanitation”

2) E.W.Steel, “Water supply and sanitary Engineering”

REFERENCE BOOK:

1) Park and Park “Preventive and Social Medicine”

Note:


RURAL WATER SUPPLY AND SANITATION




PART-A1. Introduction: Components of road traffic, the vehicle, driver and

road, Objectives-Scope of Traffic Engineering. 02 Hrs.

2. Road user characteristics, human factors and vehicleCharacteristics: Static and dynamic characteristics- Power,Performance of Vehicles-Resistances to the motion of vehicles-Reaction time of driver- problems on above. 06Hrs.

3. Traffic parameter studies and Analysis: Objectives andMethod of study – Definition of study area- Sample size – DataCollection and Analysis- Interpretation of following TrafficStudies- Volume, Spot Speed, Speed and Delay , Origin andDestination, - parking- on street and off street Parking- Accidents-Causes, Analysis (right angle collision only with parked vehicle),Measures to reduce Accident. Numerical problems. 12 Hrs..

PART-B4. Traffic Flow Theories: Element of Traffic flow, linear methods,

shock wave theory and bottleneck problems. Simple queuing theoryand its applications. Queuing theory–Car following theory andrelevant problems on above. 06 Hrs.

5. Traffic Regulation: General regulations, regulations on vehicles,drivers, flow and other regulations, traffic management.04 Hrs.

6. Traffic control Devices: Traffic signs, traffic Markings, islandsand traffic signals- vehicle actuated and synchronized signals, signalcoordination, intelligent Transport system, IRC method of signaldesign, road side Furniture. Traffic rotary elements, design of rotaryas per IRC. Relevant problems on above (No problems on vehicleactuated signals) 08 Hrs.

7. Traffic and Environment: General traffic planning,

TRAFFIC ENGINEERING




environmental aspects, noise and air pollution due to road traffic,environmental impact assessment of road projects. 04 Hrs.

TEXT BOOKS:

1. Matson, Smith and Hurd., “Traffic Engineering”., McGraw Hill and Co

2. L.R.Kadiyali., “Traffic Engineering and Transport Planning”. Khanna Publishers.

3. Khanna and Justo, “Highway Engineering”, Nemchand Bros.

4. Wells, G.R., “Traffic Engineering – An Introduction”, Griffin, London.

5. Drew, “Traffic flow theory” – McGraw Hill Co

REFERENCE BOOKS:

1. Pignataro., “Traffic Engineering” Prentice Hall publications

2. Salter, R.J and Hounsell, N.B., “Highway Traffic Analysis and Design”, Mac Millanpublishers, 1996.

3. Highway capacity Manual-2000

4. Jotin Khistey and Kent Lall, “An Introduction to Transportation Engineering”, PHI.

Note


PART-A

1. MATERIALS: Need of High Strength of materials, Advantagesand Disadvantages of P.S.C. over R.C.C., Stress Straincharacteristics and properties. 02 Hrs.

2. BASIC PRINCIPLES OF PRE-STRESSING: Fundamentals, Loadbalancing concept, Pressure line concept. 02 Hrs.

3. SYSTEMS OF PRE-STRESSING: Different systems of Pre-stressing, Pre-tensioning and Post- tensioning systems, Differentmethods of tensioning and end anchorages. 02 Hrs.

4. ANALYSIS OF SECTIONS FOR FLEXURE: Stresses in concretedue to pre-stress and loads for symmetrical and unsymmetricalsections. Stresses in steel due to loads. Effect of cable profile.

08 Hrs.

5. LOSSES OF PRE-STRESS: Various losses encountered in pre-tensioned and post-tensioned sections. 06 Hrs.

PART-B

6. DEFLECTIONS OF PSC MEMBERS: Prediction of short term andlong term deflections of un-cracked members. 06 Hrs.

7. LIMIT STATE OF COLLAPSE and SERVICEABILITY: IS Coderecommendations Ultimate flexural and shear resistance ofsections. Limit state of serviceability – control of deflections andcracking. 06 Hrs.

8. DESIGN OF BEAMS and SLABS: Design of pre-tensioned andpost-tensioned symmetrical and un-symmetrical sections.Permissible stress, design of pre-stressing force and eccentricity,limiting zone of pre-stressing force and cable profile. Circular Pre-stressing. 10 Hrs.

DESIGN OF PRE-STRESSED CONCRETE STRUCTURES




REFERENCE BOOKS:

1. T.Y. Lin and Ned .H.Burns-”Design of pre-stressed concrete structures” Tata Mc-Graw publishers.

2. N. Krishnaraju – “Pre-stressed concrete” Tata Mc-Graw publishers.

3. P.Dayarathnam – “Pre-stressed concrete” Oxford and IBH publishing Co.

4. N.C.Sinha and S.K.Roy – “Fundamental of pre-stressed concrete” John Wiley andSons, New York.

5. N.Rajagopolan – “Pre-stressed Concrete”

6. IS: 1343 -1980, Bureau of Indian Standards, New Delhi.

Note:


PART-A1. Introduction to Mathematical theory of elasticity, definition of

continuum, stress and strain at a. point, constitutive laws,Generalised Hook’s Law, Strain displacement relations. 05 Hrs.

2. Differential equations of equilibrium, boundary conditions,compatibility equations, Airy’s stress function, problems, Stresspolynomials, St. Venant’s principle. 08 Hrs.

3. Plane stress and plane strain, Principal stresses and strains,measurement of surface strains, strain rosettes, Mohr’s circle ofstress and strain, analytical method. 04 Hrs.

4. Stress distribution symmetrical about an axis, Rotating discs,Lame’s problem. 05 Hrs.

PART-B5. Two-dimensional problems in rectangular coordinates, bending of

a cantilever beam subjected to end load, effect of sheardeformation in beams, Simply supported beam subjected to UDL.

10 Hrs.

THEORY OF ELASTICITY




6. Two-dimensional problems in polar coordinates, strain-displacement relations, equations of equilibrium, compatibilityequation, stress function 10 Hrs.

TEXT BOOKS:

1. Timoshenko. S.P. and Goodier.J.N. – “ Theory of Elasticity” , International Students’Edition, McGraw Hill Book Co. Inc., New Delhi.

2. Wang. P.C.- “ Applied Elasticity”

REFERENCE BOOKS:

1. Valliappan. C- “ Contiuum Mechanics Fundamentals”, Oxford and IBH PublishingCo.Ltd., New Delhi.

2. Srinath.L.S. – “ Advanced Mechanics of Solids”, Tata McGraw Hill PublicationsCo.Ltd., New Delhi.

3. Venkataraman and Patel- “ Structural Mechanics with Introduction to Elastity andPlasticity”, McGraw Hill Book Inc., New York.

NOTE:

PATTERN OF QUESTION PAPER: Four questions to be set from each part (in totaleight) by inter-mixing the syllabus of respective part. Students have to answer any fivefull questions by selecting minimum two questions from each part.

PART-APAVEMENT MATERIALS : AGGREGATES: Origin, classification,requirements, properties and tests on road aggregates, concepts ofsize and gradation – design gradation, maximum aggregate size,aggregate blending by different methods to meet specification.

5 Hrs.

BITUMEN AND TAR : Origin, preparation, properties and chemical

constituents of bituminous road binders; requirements. 3 Hrs.

BITUMINOUS EMULSIONS AND CUTBACKS: Preparation,characteristics, uses and tests. Adhesion of Bituminous Binders toRoad Aggregates: Adhesion failure, mechanism of stripping, testsand methods of improving adhesion. 6 Hrs.

PAVEMENT MATERIALS AND CONSTRUCTION




BITUMINOUS MIXES: Mechanical properties, dense and opentextured mixes, flexibility and brittleness, (Hveem Stabilometer & Hubbar– Field Tests) bituminous mix, design methods using Rothfuch’sMethod only and specification, Marshal mixed design criteria- voidsin mineral aggregates, voids in total mix, density, flow, stability,percentage voids filled with bitumen. 6 Hrs.

PART - B

PAVEMENT CONSTRUCTION EQUIPMENT IN HIGHWAYCONSTRUCTION : Various types of equipment for excavation, gradingand compaction – their working principle, advantages and limitations.Special equipment for bituminous and cement concrete pavementand stabilized soil road construction. 5 Hrs.

SUBGRADE: Earthwork grading and construction of embankments andcuts for roads. Preparation of subgrade, quality control tests. 5 Hrs.

FLEXIBLE PAVEMENTS: Specifications of materials, constructionmethod and field control checks for various types of flexible pavementlayers. 6 Hrs.

CEMENT CONCRETE PAVEMENTS: Specifications and method ofcement concrete pavement construction (PQC Importance of providingDLC as sub-base and polythene thin layer between PQC and sub-base); Quality control tests; Construction of various types of joints.

6 Hrs.TEXT BOOKS:

1. Highway Engineering-Khanna, S.K., and Justo, C.E.G., : Nem Chand and Bros.Roorkee

2. Construction Equipment and its Management- Sharma, S.C. : Khanna Publishers.

4. Hot Mix Asphalt Materials, Mixture Design and Construction-Freddy L.Roberts, Kandhal, P.S. : University of Texas Austin,

5. Texas. NAPA Education Foundation Lanham, Maryland.

REFERENCES BOOKS:

1. RRL, DSIR, ‘Bituminous Materials in Road Construction’, HMSO Publication.

2. RRL, DSIR, ‘Soil Mechanics for Road Engineers’, HMSO Publication.

3. Relevant IRC codes and MoRT & H specifications.


PART-ADevelopmental Activity and Ecological Factors EIA, EIS, FONSI. Need forEIA Studies, Baseline Information, Step-by-Step procedures forconducting, EIA, Limitations of EIA. 08 Hrs.

Framework of Impact Assessment, Developmental Projects,Environmental Setting, Objectives and Scope of EIA Contents of EIA,Methodologies. Techniques of EIA. 10 Hrs.

Public Participation in Environmental Decision making. PracticalConsiderations in preparing Environmental Impact Assessment andStatements. 04 Hrs.

PART-BAssessment and prediction of Impacts on Attributes Air, Water, Noise,Land Ecology, Soil Cultural and socio-economic Environment, EIAguidelines for Developmental projects, Rapid and Comprehensive EIA.

08 Hrs.

Salient Features of the Project Activity-Environmental Parameter ActivityRelationships-Matrices. 02 Hrs.

EIA for water resource developmental projects, Highway Projects: NuclearPower plant project Mining Project (Coal, Iron, Ore). 10 Hrs.

TEXT BOOKS

1. Jain R.K.Environmental Impact Analysis, Van Nostrand Reinhold Co.

2. Environmental Impact Assessment- Anjaneyalu.Y

REFERENCE BOOKS:

1. Guidelines for EIA of developmental Projects Ministry of Environmental and ForestsGOI

2. Environmental Impact Assessment- Larry W. Canter, Mc Graw Hill Publication

NOTE:Pattern of question paper: Four questions to be set from each part (in total eight) byinter-mixing the syllabus of respective part. Students have to answer any five full questionsby selecting minimum two questions from each part.

ENVIRONMENTAL IMPACT ASSESSMENT



Hours/Week : 3hrs. Total Hours : 42

PART-A

(To be conducted between 5th & 6th Semester for a period of 2 weeks,Viva voce conducted along with 6th semester exams)

An extensive survey training involving investigation and design of thefollowing projects is to be conducted for 2 weeks (14 days). The studentshall submit a project report consisting of designs and drawings. Preferablythe Total Station must be used for the survey work of the projects.

1. General instructions, Reconnaissance of the sites and fly levellingto establish bench marks.

2. NEW TANK PROJECTS: The work shall consist of

i) Alignment of center line of the proposed bund, Longitudinaland cross sections of the center line.

ii) Capacity surveys.

iii) Details at Waste weir and sluice points.

iv) Canal alignment.

3. RESTORATION OF AN EXISTING TANK: The work shall consistof :

i) Alignment of centre line of the existing bund, Longitudinaland cross-sections. along the centre line.

ii) Capacity surveys, details at sluice and waste weir.

4. WATER SUPPLY AND SANITARY PROJECT: Examination ofsources of water supply, Calculation of quantity required based onexisting and projected population. Preparation of village map byany suitable method of surveying (like plane tabling), location of

EXTENSIVE SURVEY PROJECT



Hours/Week : 2hrs. (Theory) + 4hrs. (Practical) Total Hours : 30

sites for ground level and overhead tanks, underground drainagesystem surveys for laying the sewers.

5. HIGHWAY PROJECT : Preliminary and detailed investigationsto align a new road between two terminal stations. Theinvestigations shall consist of topographic surveying of strip ofland for considering alternate routes and for final alignment. Reportshould justify the selected alignment with details of all geometricdesigns for traffic and design speed assumed. Drawing shall includekey plan initial alignment, final alignment, longitudinal section alongfinal alignment, typical cross sections of road.

Scheme of examination:

1. Evaluation of reports and drawings : 30 marks

2. Viva voce : 20 marks

1. Aggregates: Crushing, 10 percentage fine value, Abrasion,Impact, Shape tests (Flakiness, Elongation, Combined index andalso Angularity number), Specific gravity and Water Absorption.

08 Hrs.2. Neat Bituminous Binder: Specific Gravity, Penetration, Ductility,

Softening point, Flash and fire point and Viscosity tests on NeatBitumen. 04 Hrs.

3. Modified Bituminous Binders: Elastic Recovery Test andSeparation tests. 04 Hrs.

4. Subgrade Soil: CBR Test, Plate load test to determine modulusof subgrade reaction. 04 Hrs.

5. Tests on Emulsion: Residue on Sieving and Viscosity tests.02 Hrs.

6. Tests on Bituminous Mixes: Proportioning of aggregates byRothfutch’s method, Marshall method of mix design for bituminousconcrete. 06 Hrs.

7. Demonstration of following tests:a. Repeated load Fatigue Test.b. Immersion wheel tracking testc. Accelerated polishing test and determination of polished

stone value for coarse aggregates using Skid ResistanceTester.

d. Determination of unevenness using Bump Integrator.e. Benkelman Beam Deflection Studies. 04 Hrs.

Pattern of Examination: Students have to perform two experiments in the examination,one test from neat or modified bitumen and other test on remaining syllabus

REFERENCE BOOKS:1. Relevant IS and IRC Codes2. Khanna, S.K and Justo, C.E.G, Highway Material testing Laboratory Manual –Nem

Chand & Bros.

HIGHWAY MATERIAL TESTING LAB




ug-civil vsem and visem

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