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SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) SYLLABUS For M.TECH.CIVIL ENGG. CONSTRUCTION TECH. MGT. I SEMESTER Swami Vivekanand University, Sironja Sagar 2012-2013

SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

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Page 1: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

SWAMI VIVEKANAND UNIVERSITY, SIRONJA,SAGAR (M.P.)

SYLLABUS

For

M.TECH.CIVIL ENGG.CONSTRUCTION TECH. MGT.

I SEMESTER

Swami Vivekanand University, Sironja Sagar2012-2013

Page 2: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

SWAMI VIVEKANAND UNIVERSITY SAGAR (M.P)Scheme of Examination

First Semester- Master of Technology (Civil - Const. Tech. & Mat.) RegularS.No. Subject Subject Name Periods per Credits Maximum Marks Maximum Marks Total Marks

Code week (Theory Slot) (Practical Slot)End. Tests Assign End. PracticalSem. (Two) ments Sem. Record/

L T P Exam /Quiz Practical Assignm/Viva ents/Qui

z/presentation

1. MVCT101

AdvancedMathematics

3 1 - 4 70 20 10 - - 100

2. MVCT102

ConstructionMaterial

3 1 - 4 70 20 10 - - 100

3. MVCT103

Ad. GeotechnicalEngg.

3 1 - 4 70 20 10 - - 100

4. MVCT104

ConstructionTechnology

3 1 - 4 70 20 10 - - 100

5. MVCT105

Low cost Buildmaterials & cont.Technology

3 1 4 70 20 10 100

6. MVCT106

Lab-IComputer Workshop

6 6 90 60 150

7. MVCT107

Lab-II

Ad. Construction -I

- - 6 6 - - - 90 60 150

Total 15 5 12 32 350 100 50 180 120 800

L: Lecture - T: Tutorial - P: Practical w.e.f. July-2010

Page 3: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 101 - Advance Mathematics

Unit 1Numerical solution of Partial Differential Equation (PDE): Numerical solution of PDE of hyperbolic,parabolic and elliptic types by finite difference method.

Unit 2Integral transforms: general definition, introduction to Mellin, Hankel and Fourier transforms and fastFourier transforms, application of transforms to boundary value problems in engineering.

Unit 3Integral equations: Conversion of Linear Differential equation (LDE) to an integral equation (IE),conversion of boundary value problems to integral equations using Green's function, solution ofIntegral equation, IE of convolution type, Abel's IE, Integro differential equations, IE with separablevariable, solution of Fredholm Equation with separable kernels, solution of Fredholm and Volterraequations by method of successive approximations.

Unit 4Calculus of Variation: Functionals and their Variational, Euler's equation for function of one and twoindependent variables, application to enggneerin problems.

Unit-5FEM: Variational functionals, Euler Lagrange's equation, Variational forms, Ritz methods, Galerkin's method,

descretization, finite elements method for one dimensional problems.

Reference Books:1. CF Froberg, Introduction to numerical analysis.2. SS Sastry, Introductory methods of numerical analysis3. Krasnove, Kiselevanded Makarenho, Integral equations4. Buchanan, Finite element Analysis (schaum Outline S), TMH5. Krishnamurthy, Finite element analysis, TMH6. Higher Engineering Mathematics by B.V. Ramana, Tata Mc Hill.7. Advance Engineering Mathematics by Ervin Kreszig, Wiley Easten Edd.8. Applied Numerical Methods with MATLAB by Steven C Chapra, TMH9. Numerical Methods in engineering, Salvadori and Baron10. Theory and problems of Numeric analysis (Schaum Outline S), Schied, TMH

Page 4: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 102 - Construction Materials

1. Material Science :Classification, Standardisation, Codification and Variety. Details of Micro Structure ofDifferent construction Materials, Different effects on materials of construction.

2. Properties of Materials :Environmental Influences : Thermal effects : Effect of Chemicals, Fire resistance, Corrosion andOxidation, Radiation. Properties of fresh & hardened concrete. Shrinkage & creep of concrete.

3. Concrete :Design and production of concrete ingradients, Additives and admixtures. Specialconcretes e.g. light weight, Heavy weight, Ready mix concrete, Fibre Reinforcedconcrete etc.

4. New Construction Materials :Polymer materials, Thermo - Plastic, Polymer Concrete, Composite materials, Ferrocement,Ferroconcrete, Building materials from Agricultural & Industrial wastes.

5. Quality control in construction :Various aspects, Principle of statistical quality control. Different techniques of materials andprocess Quality control, Destructive and non destructive Testing of Materials, I.S. andinternational procedures of testing.

References :1. Ammer, D.A. Material Management Irwin Publishers Illionis, 1972.2. White A.H. Engineering materials, MC Graw - Hill.3. Deb. A., Engineerig materials, world press.4. Billmeyer Jr. F.W. Text Book of Polymer Science, Interscience Publishers Inc.5. Golding Brage Polymers and Resins Nortrand.6. Schmidt A.X. & Marties CA "Principle of High Polymer Theory & Practice" MC Graw - Hill.7. Stille, J.K. "Introduction to Polymer Chemistry" Johwiley.8. Winding C.C. & Hiatt G.D. "Polymetric".

Page 5: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 103 - Advanced Geotechnical Engineering

1. Site Investigations & Stress Distribution in soils :Brief review of vearious methods of subsurface explorations, soil sampling, subsurfacesoundings, Geophysical explorations. Stress distribution beneath loaded areas by BoussinesqWestergaard's and Steinbrenner methods. Newmark's influence chart. Contact pressuredistribution. Settlement analysis.

2. Well Foundations & Coffer Dams :Types of caissons , Wells, and their design criteria. IS and IRC codes and their provisions. Tiltand Shift in wells and their rectifications. Types, Design data for cellular dams, stabilityanalysis. interlock Stresses, Methods of design of cellular coffer dams.

3. Machine Foundations :Theory of Vibrations. Single and double degree of freedom system. Damped and undampedvibrations. Types of machine foundations, mass spring model of analysis. Apparant mass ofsoil. Design of block foundations for impact type of machinery. Indian standard on Design andConstruction of Foundations for Reciprocating machines.

4. Foundations on Expansive Soils :Characteristics and treatment of expansive soils. Construction techniques in expansive soils.Use of under-reamed piles and their design criteria, CNS Layer techniques. Construction oncollapsible soil.

5. Rock Mechanics :Problems in Rock mechanics, Classification of rocks, physical, geological and Mechanicalproperties of rocks, mechanics of rock, deformation and fracture under load. The range and scopeof Rock mechanics in relation to civil engineering projects.

Page 6: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 104 - Construction Technology1. Advanced Pavement Construction Techniques :Pavement Construction using Bitumen, Hot mix plant, Concrete Road Construction, FibreReinforced Pavement Construction, Low Cost Road Construction Techniques.

2. Form Work and Temporary Structures :Design and construction features of different types of Temporary Structures. Stationary and slipform work Techniques, Special features of insitu construction. Stripping and Removal of formworks, Form works for special structures e.g. shells, bridges, towers etc.

3. Steel Construction :Shop and insitu construction techniques, different connections. High strength bolts, Clearances andTolerances, Erection of steel structures like Bridges, Trusses Chimneys, Power Houses.

4. Prestressing :Plants, Equipment for Prestressed Construction, Different Techniques of Prestressing.Prestressing of Bridge girders, water tanks and special structures.

5. Construction Techniques of Heavy and Special Structures :

Dams, Bridges, large spanroofs, high rise Buildings, off shore Platforms, Pipelines, Tunnels and

other under ground structures, Safety measures in Construction.

Page 7: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 105 - Low Cost Building Materials and Construction Techniques

1. Concepts of low cost materials

Soil, Fly ash, ferrocement, Lime, Fibers, Stone Dust, Boulders and oversize metal, Bitumen etc.

2. Low cost building material products:-(a) Walls - Stabilized and sun dried, soil blocks & bricks, Hollow concrete blocks, stone masonryblocks, Ferro-cement partitions.(b) Roofs - Precast R.C. Plank & Joists roof, Precast channel roof, Precast L-panel roof, PrecastFunicular shells, Ferrocement shells, Filler Slab, Seasal Fibre roof, Improved country tiles, Thatchroof.

3. Low cost construction Techniques and Equipment :-(a) Techniques :- Rat trap bond construction, Precast R.C. and Ferrocement technique, MudTechnology.(b) Equipments :- Brick moulding machine, Stablilised soil block making machine and plants forthe manufacturing of concrete blocks.(c) Low Cost Roads :-

4. Low cost sanitation :-(a) Waste water disposal system(b) Low cost sanitation for rural and urban areas(c) Ferrocement Drains

5. Cost analysis and comparison :-(a) Low cost materials(b) Low cost techniques

Page 8: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

SWAMI VIVEKANAND UNIVERSITY, SIRONJA,SAGAR (M.P.)

SYLLABUS

For

M.Tech ConstructionTechnique & Manangment Semester - II

Vivekanand University, Sironja Sagar2013-2014

Page 9: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

Swami VivekanandUniversity Sagar (M.P.)Scheme of Examination

Second Semester- Master of Technology (Const. Tech. & Mgt.)S.No. Subject

CodeSubject Name Periods per

weekCredits

Maximum Marks(Theory Slot)

Maximum Marks(Practical Slot)

TotalMarks

End.Sem.Exam

Tests(Two)

Assignments/

Quiz

End. Sem.Practical/

Viva

PracticalRecord

L T P

1. MVCT201

Construction Mgmt. 3 1 - 4 70 20 10 - - 100

2. MVCT202

Prefabrication design& its constructiontech.

3 1 - 4 70 20 10 - - 100

3. MVCT203

ConstructionEquipment andMaterialManagement

3 1 - 4 70 20 10 - - 100

4. MVCT204

Financial Mgt. inConstructionIndustries

3 1 - 4 70 20 10 - - 100

5. MVCT205

AppropriateTechnology andEnergy Conservation

3 1 - 4 70 20 10 - - 100

6. MVCT206

Lab-III Cont. mgt.software Lab

- - 6 6 - - - 90 60 150

7. MVCT207

Lab-IVAd. Construction - II

- - 6 6 - - - 90 60 150

Total 15 5 12 32 350 100 50 180 120 800

L: Lecture - T: Tutorial - P: Practical

Page 10: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 201 – Construction Management

1. Contract Management - I :Types of Construction contract, Lump sum, Unit rate, cost plus-fee, Cost Plus percentage-fee,Incentive Contracts, Nature of Contract, Contract Documents and Contracting procedures, contractrevisions, Negotiated contracts, contract claims.

2. Contract Management - II :Technical Specifications, Drawings, Tender Bond, Labour and Material Payment Bonds, Scrutiny ofTenders, acceptance, letter of indent. Important Contract clauses, Terms of Payment, retentionacceptance and final payment, maintenance period, Time for Completion, Extension of time, Variationin work and conditions, claims and disputes, liquidated damages, Termination rights and responsibilityof client, Architect, Engineer, Contractor, Professional liability. Disputes in contracts, Sub-contracts>Purchase orders as contracts. Insurance Contract and Claims. Arbitration, Accounts.

3. Tender Management :Advance Techniques of Estimating. Principles of Analysis of rates and Specification, writing for

different types of construction industries, capital structure, Theories.

4. Legal Frame Work of Construction :Constitutional provisions relating to Business and industry, Master Plans, Indian Contract Act.Arbitration act.

5. Labour Laws and Legislation :Contract labour (RRA) ACT 1970, laws relating to wages, bonus & industrial disputes.

MVCT 202 – Prefabrication design & its construction tech.

1. Prefabricated Construction :Prefabricated construction, necessity, Advantages, disadvantages, Mass produced steel,reinforced concrete and masonry systems, Industrialised buildings.

2. Modular Construction :Modular coordination, basic module, planning and design modules, Modular grid systems,National Building Code Specification, Standardisation, Dimensioning of products, Preferreddimensions and sizes, tolerances and deviations layout and processes.

3. Prefabricates :Classification, foundation, columns, beams, roof and floor panels, wall panels, clay units,box prefabricates, erection and assembly.

4. Design of prefabricated Elements :Lift points, beams, slabs, columns, wall panels, footings, design of joints to transfer axialforces, moments and shear forces.

5. Construction Techniques :Large panel construction, Lift slab system, Glover system, constains' jack-block system,Constain V-Plate system, Bis on system, Silber-Kuhi System, control of constructionprocesses.

Equipments, horizontal and vertical transportation.MVCT 203 – Construction Equipment and Material Management

1. Planning and Selection of Construction Equipment :Advantage of mechanization of Construction industry. Merits of Labour intensiveconstruction. Planning for construction equipments. Analytical studies, equipmentoperation. Selection of construction machinery & equipments.

2. Production Estimates, Sizing and Matching :Cycle time capacity ratings and output of Excavators, Power shovels, drag lines,

Page 11: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

scrapper, bulldozers, tractor shovels rippers, motor graders etc. Sizing and matching.Capacity ratings and output of compactors, aggregate processing plant concreteproduction plants etc.

3. Economics of Construction Equipment :Equipment working rates, Investment cost, Depreciation cost, major repair cost. Costof fuel and lubricants. Cost of labour, servicing and field repairs, overheads.Recommendations of statuatory bodies.

4. System Approach :Problems of equipment management. Application of CPM in equipment managementApplication of the assignement model, transportation model and waiting line models inequipment management.

5. Material Management :Materials planning and budgeting. Role and functions at different levels ofmanagement and budgeting variations. Stages of materials management. A.B.C.analysis. Advantages, mechanics purpose cautions, limitations and tabular analysis.

Purchasing parameters and inter relationships. Time source quantity, price, quality,grading systems. Special purchasing systems. Obsolesence. Scrap disposal.

MVCT 204 – Financial Management in Construction Industries

1. Personnel Management :Principle of personnel management. Qualities of a personnel manager. Objective ofpersonnel management. Personnel policied procedures and programmes. Organizationalstructure of personnel department.Man power resources. Human resource planning. Job analysis. Performance standards,work rules. Recruitment and selection process. Tests and interview Induction orientationand in doctrination.Policies, promotion, demotion, transfers etc. Training of personnels. Need for training.

Principles of training programmes. Types of training programmes on the job training policyand implementation. Task analysis identification and methodologies. Evaluation of trainingand post training follow up. Performance appraisal-rating scales, rankings etc.Management development programmes. Wage and salary management. Principles ofwages and salary administration.Factors influencing wages. Types of wages and salary structure. Theory of wages.Minimum fair and living wages. Types of wages. Wage incentives. Types of incentiveschemes. Profit sharing features-Fringe benefits general scope. Different types of fringebenefits and awards.

2. Labour Management :

Industrial relations in construction industry. Principles of industrial relationships. Functionalrequirements and programme, Industrial disputes, causes of disputes. Types Of disputes.Procedures of the settlement of industrial disputes. Implementation mechanism.TradeUnions - Principles of industrial trade unionism. Objectives and functions. Essentials oftrade union. Objectives, forms levels and growth of worker's participation in management.Collective bargaining. Principles and main features of collective bargaining. Differentindustrial Regulations and labour laws and acts - Industrial Health and Safety.Occupational hazards. Provisions under factory act. Accident and safety at constructionsites. nature and causes of accident. Safety Programmes and their principles. Factorseffecting accidents etc.

3. Waste Management :Introduction to waste and waste management, the concept of productivity and its interrelationship with productivity. Systems concept of waste. Complementarity of waste and

Page 12: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

resource management.Identification of construction waste material waste, man power waste, energy waste,space waste time waste, equipment waste, capital waste, utilities and services waste.Data and information waste.Design of waste reduction in construction. Reduction, Collection, recycling treatment anddisposal of waste in construction systems. Modelling of resources and waste flow inconstruction systems waste management and cost reduction. Roles of legislation andgovernment.

4. Financial Management :Managerial Economics & Financial StatementNature and scope of managerial economics. Economic theories. Demand analysis andfore casting . Elasticities of demand. Cost and production analysis. Pricing decisions,Policies and practices. Break even analysis.Time value of money, Economics. Comparisons using time value of money basic ofcomparisons. Decision making amongst alternatives. Cash flow, discounted cash flow.Cash flow forecasting, Project appraisal through financial statements. Statementanalysis. Financial ratio analysis, Trend analysis yield. Taxation and inflation, Sinkingfund provisions. Risks and uncertainties. Project risk and firm risk. Replacement analysis.Finances & working capital. Capital budgeting & Performance budgeting. Benefit-costratio. Project selection, Control and evaluation, Pre-project and post project evaluation.

5. Capital Generation & Financial AccountingBanking : Financial Institutes like IFCI, IBI, International financing etc.Book keeping process in construction. The acciybtabcy cycle. Journals, ledgers etc. for

labour cost, materials and purchases miscellaneous ledgers and accounting procedures,

types of financial statements in Govt.

Page 13: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

MVCT 205 – Appropriate Technology and Energy Conservation

1. Appropriate technology - concept and its role in the present circumstances.

2. Rural Housing & Rural Environmental Technologies - Planning, use of locally availablematerials, construction techniques. Concept and scope in rural areas planning of watersupply schemes in rural areas, development of preferred sources of water, springs,wells, infiltration wells infiltration gallaries, collection of rain water, specific problems andmethod's in rural water supply and treatment. Treatment and disposal of waste water,community and sanitary latrines. Compact and simple waste water disposal systems,biogas plants.

3. Rural roads - Planning of rural roads, Socio-economic aspects, materials for ruralroads, design aspects, drainage problems, and maintenance of rural roads.

4. Energy Conservation :-Energy production, distribution and utilization, a review of globalsituation. Energy Trends, renewable and non renewable sources,research reviews.Building designs and energy factors affecting energy budget in buildings and settlements,Design of buildings for minimising energy.

Solar, Wind and Tidal energies, a review and their adoptability.5. Low energy materials, construction techniques and environmental control.

Page 14: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

SWAMI VIVEKANAND UNIVERSITY, SIRONJA,SAGAR (M.P.)

SYLLABUS

For

M.Tech ConstructionTechnique & Manangment Semester - III

Vivekanand University, Sironja Sagar2013-2014

Page 15: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

Swami VivekanandUniversity Sagar (M.P.)Scheme of Examination

Third Semester- M.E./M.Tech. ( Const. Tech. & Mgt.)S.No. Subject

CodeSubject Name Periods per

weekCredits MaximumMarks (Theory

Slot)MaximumMarks(Practical Slot)

TotalMarks

End.Sem.Exam

Tests(Two)

Assignments/Quiz

End.Sem.Practical/Viva

PracticalRecord

L T P

1. MVCT301

Elective I 3 1 - 4 70 20 10 - - 100

2. MVCT302

Elective II 3 1 - 4 70 20 10 - - 100

3. MVCT303

Seminar - - 4 4 - - - - 100 100

4. MVCT304

Dissertation Part- I(Literature Review/ProblemFormulation/ Synopsis)

- - 8 8 - - - 120 80 200

Total 6 2 12 20 140 40 20 120 180 500

L: Lecture - T: Tutorial - P: Practical

Elective –I (MVCT- 301) Elective-II (MVCT- 302)

(A) Advance Highway Construction (A) Advanced Dam Design and Construction(B) Multi Storey Buildings (B) Advanced Foundation Engineering

Page 16: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

\

MVCT – 301(A) Advanced Highway Construction

1. Earthwork andSoling :Classification of types of highway construction, Suitability of each type under Indianconditions. Selection of base course and surface course.

Selection of soils, construction of embankments, excavation and compactionequipments. Field and laboratory tests for quality control. Stone soling, brick soling, currentpractices.

Construction of earth roads, gravel roads, soil stabilised roads, water bound macadam.Paved roads (i) bricks (ii) stones.

2. BituminousConstruction:Properties, requirements and specifications of materials, equipments and plants. Detailedconstruction procedure of each type. Field and laboratory tests for quality control.Choice o binders under different conditions. IRC, British, and MOST Specifications.Bituminous surface treatments, interface treatments-primecoat, and tackcoat, surfacedressing and seal coat, grouted or penetration macadam, bituminous bound macadam,Sheet asphalt, bituminous concrete, masticasphalt, dense tarsurfacing.

3. Cement Concrete RoadConstruction :Necessity of providing a base course under cement concrete road construction. Selectiono materials, constructions methods, detailed construction procedure, Quality control tests(Lab. andField). Construction equipments. Classification of various types of joints, necessity ofproviding each type, method of construction of joints, load transfer devices, dowel bars, tiebars. joints filler and sealer materials, IRC Specifications.

4. Reinforced Cement Concrete RoadConstruction :Necessity of providing reinforcement in cement concrete pavements, continuouslyreinforced concrete pavements, prestressed concrete pavements and fibre reinforcedconcrete pavements Selection of the mix, compaction method and constructionprucedure for each typeRecommendations under Indianconditions.

5. Construction Planning and Management : CPM/PERT in Highway Construction.MVCT – 301(B) Multi Storeyed Buildings

1. Structural systems and their suitability, structural design criteria in planning.

2. Multistoried Buildings, Preliminery design, Analysis of building frames for verticaland lateral loads by approximate method, Matrix methods for the analysis of buildingframes& computer programming for the same.

3. Analysis of Shear Walled Buildings Design ofsections in reinforced concrete by

Page 17: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

working stress and limit state methods, Detailing of joints.

4. Yield line Analysis of reinforced concrete slabs, concept of moment redistribution.

5. Foundation - Superstructure interaction, Earthquake effects and design for ductility.MVCT – 302(A) Advanced Dam Design and Construction

1. Gravity Dams :River valley projects and their purpose, preliminary investigations and surveys, Selection of site fo areservoir; Types of Dams and their choice. Stability factors; Stresses, Elementary profile, low andhigh Dams, Forces acting on a Dam. Evolution of the profile of a Dam by Method of ZonesPractical profiles. Design of openings in Gravity Dams, contraction joints. Foundation treatment byGrouting.

2. Spillways :Design of ogee spillway section, Bucket and Energy Dissipation arrangements : Design and Detailsof siphon, Shaft, side channel, and chute spillways, Miscellaneous types of spillways. Design ospillway crest gates and sluice gates, hoisting Machines.

3. Elementary Design of Arch Dams :Definition of an Arch Dam, classification of Arch Dams. Principles of Elastic Theory and appliedTrial Load Analysis, Inclined arches, Dome-Dams, Details and Methods of analysis.

4. Earth Dams :Introduction, Design criteria, against over topping, Control of seepage, Theory of flownets fohomogoneous and Zoned embankments. Pore pressure, Stability of slopes, Methods of Analysisslip circle Method, Protection of slopes, Protection against free passageof water, Rockfill dams.

5. Application of Photoelasticity to the Design of Dams. Use of the Electrical Analogy Method in theDesign of Dams, stress compuations with embedded Electrical Instruments.River Diversion for construction of Dams, Constructional aspects in the Execution of River Valleyprojects.

MVCT – 302(B) Advanced Foundation Engineering

1. Shallow Foundations :Bearing Capacity, Terzaghis analysis, Computations of bearing capacity factors. Skempton'sanalysis. Meyerhof's analysis. Balla's theory. Hansen's theory. Design of Shallow Foundations.

2. Pile Foundation :Use of piles, Types of piles, Design of Piles, Group action in cohesive and cohesionless soils.Negative skin fricton. Laterally loaded piles. Piles under inclined loads, pile load test, HrennikoffMethod.

3. Engineering with Geosythetics :Introduction Basic Mechanism of reinforced earth strength characteristics of reinforced soil.

4. Bridge Substructures :Introduction, elements of bridge substructure, stability analysis of well foundation, design of pie &abutments, sinking of wells.

5. Marine Substructures :Introduction, Types of Marine structures elements, design criteria, design of gravity wall, piledwharf structure breakwaters.

Page 18: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

SWAMI VIVEKANAND UNIVERSITY, SIRONJA,SAGAR (M.P.)

SYLLABUS

For

M.Tech. in Civil Engineering(Construction Technique Management)

Semester -IV

Swami Vivekanand University, Sironja Sagar2013-2014

Page No.01

Page 19: SWAMI VIVEKANAND UNIVERSITY, SIRONJA, SAGAR (M.P.) Civil Const Tech.pdf · equations by method of successive approximations. Unit 4 Calculus of Variation: Functionals and their Variational,

Swami Vivekanand University,Sironja Sagar (M.P.)

Scheme of Examination

Fourth Semester-M.E./M.Tech. ( Const. Tech. & Mgt.)

S.No.SubjectCode

Subject Name Periods perweek

Credits MaximumMarks(Theory Slot)

MaximumMarks(Practical Slot)

TotalMarks

EndSem.Exam.

Tests(Two)

Assignments/Quiz

EndSem.Practical/Viva

PracticalRecord/Assignment/Quiz/Presentation

L T P

1. MVCT401

Dissertation Part- II - - 20 20 - - - 300 200 500

Total - - 20 20 - - - 300 200 500

L: Lecture - T: Tutorial - P: Practical w.e.f. July-2010

Page No.02