Maharshi Dayanand University Rohtak

Unit- X :- Earth Pressure

Unit-IV

Introduction, earth pressure at rest, Rankine’s active & passive states

Introduction to data structure, computer graphics and graphical user

of plast ic equilibrium, Rankine’s earth pressure theory, Coulomb’s earth

interfaces. Overview of technical application software : spread sheets,

pr essure theo ry, Culmann’s graphical construction, Rebhann’s

databases, CAD and GIS.

cons truction.

Unit-V

Books Recommended

Formulation of the various problems of Civil Engineering like calculation

1. Basics and Applied Soil Mechanics by Gopal Ranjan, ASR Rao,

of slope & definition of a beam, Seepage and development of flownets,

New Age International (P) Ltd. Pub. New Delhi.

consolidation of soil layer, head los s due t o frict ion, water supply pipe

network etc. and development of computer programming using C++.

2. Soil Engg. in T heory and Pract ice , Vol. I, Fundamentals a nd

General Principles by Alam Singh, CBS Pub., New Delhi.

Books Recommended :

3. Engg. Properties of Soils by S.K. Gulati, Tata-Mcgraw Hill, New

1. Numerical Methods in E ngineering by Pierso n.

Delhi.

2. Numerical Methods in Computer Programming by Krishna Raju.

3. Higher Mat hemat ic s by B.S. Grewa l.

4. G eotechnical Engg. by P. Purs hot am Raj, Tat a Mc graw Hill.

4. Programming in C++ by Robort laffore.

5. P rogramming in C++ by Bala Guruswa my.

5. Principles of Geotechnical Engineering by B.M. Das, PWS KENT,

Boston.

SYLLABUS B.Tech Civil Engg. 37 38 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

CE-311 E HYDROLOGY

wells and springs, movement of ground water, Darcy’s law,

permeabilit y and its determination, poros ity, specific yield and specific

Sessional : 50 Marks

retent ion, storage coefficient, trans missibility.

Theory : 100 Marks

Total : 150 Marks

Unit-VIII

: Well Hydraulics : S teady st at e flow t o wells in unconfined

Duration of Exam. : 3 Hrs.

and confined aquifers.

Unit-I

: Introduction : Hydrologic cycle, scope and application of

hydr olo gy to engineer ing pr oblems, d rainage basins and its

Books Recommended :

characteristics, stream geometry, hypsometric curves.

1. Engineering Hydrology by K. S ubramanya.

Unit-II

: Precipitation : Forms and types of precipitation, characteristics

2. Hydrology by H.M. Raghunath.

of precipation in India, measurement of precipitation, recording and

3. Hydrology for Engineers by Linsely, Kohler, Paulhus.

non recording raingages, raingage stat ion, raingage network, estimation

4. Eleme nt ary Hydrology by V.P. Singh.

of missing data, presentation of rainfall data, mean precipitation, depth-

area- duration relationship, frequency of point rainfall, intensity duration

frequency curves, probable max. precipitation.

CE-313 E ENTREPRENEURSHIP DEVELOPMENT

Unit-III

: Evaporation & Transpiration : Process, evaporimeters and

empirical relationships, analytical metho d, reservoir evapo ration and

Sessional : 50 Marks

met hods of it s c ontrol, t anspira tion, e va po-tra nspirat ion a nd its

Theory : 100 Marks

measurement , Penma n’s equat ion and potential evapo-t ranspiration.

Total : 150 Marks

Duration of Exam. : 3 Hrs.

Unit-IV

: Infiltration : Infiltration process , initial loss, infiltration capacity

Need, scope and characteristics of entrepreneurship

and measurement of infiltration, infiltration indices.

Identification of opportunities

Market survey techniques

Unit-V

: Runoff : Factor affecting run-off, estimation of runoff, rainfall-

Ass is tance to small sc ale indus tries form national level organizat ion s

run off relationships, measurement o f stage-staff gauge, wire gauge,

like NSIC & SIC & state level organizations like SFC, SISI commercial

automatic stage recorder and stage hydrograph, measurement of

banks etc.

velocit y-curreny mete rs, flo ats, area velocit y met ho d, moving boat

Special schemes for technical entrepreneurs, identification of

and slope area method, electromagnetic, ultra- sonic and dilution

opporthnities Market survey techniques.

methods of stream flow measurement, stage discharge relationship.

Project formulation process

Unit-VI

: Hydrogaph : Discharge hydrograph, components and factors

CPM and PERT as planning tools

affecting shape of hydrograph, effective rainfall, unit hydrograph and

Structure of a project report & Analysis of sample project

its derivation, unit hydrograph 9of different durat ions, use and limitations

reports

of UH, t riangular UH, Snyder ’s synthet ic UH, floods, rational methods,

Techno-economic feasibility of the project

empirical formulae, UH method, flood frequency methods, Gumbel’s

Steps in planning a small scale industry, structure of a project report

method, graphical method, design flood.

& its analys is, te chno-econo mic feasibility of the project .

Unit-VII

: Ground Water : Occurrence, types of aquifers,

compressibility of aquifers, water table and its effects on fluctuations,

SYLLABUS B.Tech Civil Engg. 39 40 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

Technological Dimensions

CE-315 E SOIL MECHANICS LAB

Choice of Technology, plans & Equipment

Sessional : 25 Marks

Produce development

Theory : 25 Marks

Shop Layout & Process Planning

Total : 50 Marks

Product develo pment, sho p lay out etc.

Duration of Exam. : 3 Hrs.

List of Experiments

Marketing Perspective

1. Vis ual S oil Clas sification and water content determination.

Costing & PRicing

2. Det erminat ion of s pecific gravity of s oil solids .

Packaging & Advertising

3. Grain size analysis-sieve analys is.

Elements of marketing management, costing & pricing, packaging &

4. Liquid limit and plast ic limit determinat ion.

adverting

5. Field density by:

i) Sand replacement method

Finance and Accounting

ii) Core cutter method

Working capital cost

Credit institutions, Financial incentives

6. Proctor’s compaction test

7. Coefficient of permeabilit y of soils .

8. Unconfined compressive strength test.

Managing the Enterprise

9. Direct shear test on granular soil sample.

Concept of TQM

10. Uncons olidated undrained (UU) t riaxial shear tes t of fine grained

Human behavior

soil sample.

O ral & written communication

Concept of TQM, oral & written communication

Books Recommended :

Rules & Regulations

1. Soil Testing for Engineers by S. Prakash, PK Jain, Nem Chand

Licensing & Registration Procedure

& Bros., Roorkee.

Important acts like Establishment act, Partnership act

2. Engineering S oil Testing by Lambi, Wiley East ern.

Income tax, sales tax & Excise rules

3. Engineering P ropert ie s of Soils and their measurement by J .P.

Municipal byelaws & Insurance coverage

Bowles, McGraw Hill.

4. Soil Engineering in Theory and Practice, Vol. II, Geotechnical

Important pro vision of facto ry act, commercial establishment act,

Testing and Instrumentation by Alam Singh, CBS Pub.

nego tiable instrument act etc.

Books

1. E ntrepreneurship development & management - Dr. A.K. Singh.

2. Total Quality Management-Dr. S. Kumar.

3. Comprehensive pro ject Management-Abdul Matheen

SYLLABUS B.Tech Civil Engg. 41 42 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

Unit-VI

: Building Frames-Int roduction, Membe r s tiffnesses , Loads,

CE-317 E SURVEY CAMP AS PER COURSE WORK

Analysis for vert ical and lateral loads , Torsion in buildings , Ductibility

Sessional : 100 Marks

of beams, design and detailing for ductility, design examples.

Total : 100 Marks

Unit-VII

: Yield Line Theory-Basic assumptions, Methods of analysis,

yield line patterns and failur e mechanisms, analysis o f one way and

two way rectangular and non-rectangular slabs, effect of top corner

st eel in square s labs, design e xamples.

CE-302 DESIGN OF CONCRETE STRUCTURES-II

Sessional : 50 Marks

Books Recommended :

Theory : 100 Marks

Total : 150 Marks

1. Plain and Reinforced Concrete, Vo l. 2, Jai Krishna & O.P. Jain,

Duration of Exam. : 3 Hrs.

Nem Chand & Bros., Roorkee.

2. Pre-St ressed Co nc re te, N. Krishna Raju, TMH Pub., New Delhi.

Unit-I

: Continuous Beams-Basic assumptions, Moment of inertia,

3. Design of Prestressed Concrete Structures, T.V. Lin, John Wiley

settlements, Modification of moments, maximum moments and shear,

& So ns., New Delhi.

beams curved in plan-analysis for t orsion, redist ribution of moments

4. Reinforced Concrete-Limit Stage Design, A.K. Jain, Nem Chand

fo r single and multi-span beams , design e xample s.

& Bros., Roorkee.

5. IS 1343-1980, IS Code o f Practice for Pre-stressed Co ncrete.

Unit-II

: Flat slabs and staircases-Advantag es of flat slabs, general

6. IS 3370-1976 (Part I to I V), I ndian Standard Code o f Practice

design considerations, approximate direct design method, design of

for Liquid Retaining Structures.

flat slabs, openings in flat slab, design of vario us types of staircases,

7. IS 456-2000, Indian Standard of Practice for Plain and Reinforced

design examples.

Concrete.

8. IS 1893, 4326 & 13920 Indian Standard Code of Practice for

Unit-III

: Foudations-Combined footings, raft foundation, design of

Earthquake Resistant Design of Structures.

pile cap and piles, under reamed piles, design examples.

Unit-IV

: Water Tanks, Silos and Bunkers-Estimation of Wind and

earthquake fo rces, design requirements, rectangular and cylindrical

underground and overhead t anks, Intze t anks, design considerations,

CE-304 E IRRIGATION ENGINEERING I

design examples.

Sessional : 50 Marks

Silos and Bunkers-Various theories, Bunkers with sloping bottoms

Theory : 100 Marks

and with high sidewalls, battery of bunkers, design examples.

Total : 150 Marks

Duration of Exam. : 3 Hrs.

Unit-V

: Prestressed Concrete-Basic principles, classification of pre-

Unit-I

: Regulat io n wo rks : Ca na l fa lls-nec essity a nd locat ion,

stressed members, various prest ressing syst ems, losse s in pre-stress,

develo pment of falls, design of cistern element, roughening devices,

initial and final stress conditio ns, analysis and design of sections for

design of Sa rda type fa ll, design o f st raight Glacis fall. Off-ta ke

flexure and shear, load balancing concept, IS Specifications.

alignment, cross-regulator and distributory head regulator s, devices

End blocks-Analysis of stresses, Magnel’s method, Guyon’s method,

to control silt entry into the off-taking channel and silt ejector, canal

Bursting and spalling stresses, design examples.

escapes, types of escapes.

SYLLABUS B.Tech Civil Engg. 43 44 MAHARSHI D AYANAND UNIVERSITY, ROHTAK

Unit-II

: Cross d raina ge works : Cla ssificat ion and t heir se lect io n,

CE-306 E GEOTECHNOLOGY

hydraulic design aspects of aqueducts, sypho n aqueducts, super

Sessional : 50 Marks

passage, canal syphon and level crossing, design of transitions.

Theory : 100 Marks

Total : 150 Marks

Unit-III

: Diversion canal headworks : Various components and their

Duration of Exam. : 3 Hrs.

functions, layout plan, selection of site for diversion headworks, Bligh’s

Unit-I

: Eart h Dams

creep theory, Khosla’s method of independent variables, o f Khosla’s

Introducion, types of sections, earth dam foundations, causes of failure

curves, various corrections, silt excluders.

and criteria for safe design, control of seepage through the embankment,

control of seepage through the founcation, drainage of foundations,

Unit-IV

: Storage Headworks : Types of dams, selection of a site,

crit erion for filter design. Introduct ion to rock fill dams.

gravity da m-tw o dimens ional des ign, forces act ing, stability criterion,

elementary profile of a dam, cutoffs and drainage galleries, arch dams-

Unit-II

: S tability of slopes

constant angle and constant radius arch dam, simple design and

Causes of failure, factors of safety, stability analysis o f slopes-total

sketches, most economical angle, Earth dam, design principles, seepage

st res s analys is , effective s tress analysis, st ability o f infinite s lopes types

through earth dams, seepage line, control of seepage, design of filters.

of failures of finite slopes, analysis of finite slopes-mass pro cedure,

method of slices, effect of pore pressure, Fellinius met hod to locat e

U nit - V :

Spillways and Energy Dissipators : Essential requirements of

centre of mos t critical slip circle, friction circle method, Tayler’s stability

s pillway and spillw ay’s capacity, t ypes of s pillways and their suitability,

number, slope stability of earth dam during steady seepage, during

Ogee spillways, chute, side channel, shaft and syphon spillways, e nergy

sudden draw down and during and at the end of constr uction.

dissipat ion below spillways, st illing ba sins, USBR and I .S. Stilling

Basins.

Unit-III

: Braced Cuts

Depth o f unsupported vertical cut, sheeting and bracing for deep

Books Recommended :

excavation, movements associated with sheeting and bracing, modes

of failure of brac ed c ut s, pressure dist ribution behind sheeting.

1. Irrigation, Water Resources and Water Power Engineering by P.N.

Modi.

Unit-IV

: Cofferdams

2. Fundament als on Irrigation Engineering by Bharat Singh.

Introduction, types of cofferdams, design and lateral stability of braced

3. Irrigation Engineering and Hydraulic Structures by S.K. Garg.

cofferdams, design da ta for Cellula r cofferdams, s tabilit y analys is of

4. Theory and Design of Irrigation Structures Vol. I & II by R.S.

cellular c offerda ms on soil and rock, inter -lock s tres ses .

Varshney, Gupta & Gupta.

Unit-V

: Cantilever Sheet Piles

Purpose of sheet piles, cantilever sheet piles, depth of embedment in

granular s oils-rigorous method, simplified procedure, cantilever sheet

pile, penetat ing clay, limiting height of wall.

Unit-VI

: Anchored Bulkheads

Methods of design, free earth support metho d in cohesio nless and

cohesive soils, fixed earth support method in cohesionless soils-Blum’s

equivalent beam method.

SYLLABUS B.Tech Civil Engg. 45 46 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

Unit-VII

: Soil S tabilization

CE-308 E SEWERAGE AND SEWAGE TREATMENT

Soil improvement, shallow compaction, mechanical treatment, use of

Sessional : 50 Marks

admixt ures, lime stabilizat ion, c ement st abilizat ion, lime fly ash

Theory : 100 Marks

stabilizat ion, dynamic c ompe act io n and conso lidat ion, Bitumino us

Total : 150 Marks

stabilizatio n, che mica l st abiliza tion, pre-compression, lime pile and

Duration of Exam. : 3 Hrs.

column, stone column, grouting, reinforced earth.

Unit-I

: Collection of sewage

Importance of sanitation, Systems of sewerage - separate, combined

Unit-VIII

: Basics of Machine Foundations

and partially separate. Quantity of sanitary sewage and variations.

Terminology, characteristics elements of a vibratory systems, analysis

Shapes of sewer - circular and egg shaped. Design of sewers, self-

of vibratory motions of a single degree freedom system-undamped

cleansing velo city and slopes, Construction and testing of swer lines.

free vibrations, undamped forced vibrations, criteria for satisfactory

Sewer materials. Joints and appur tenances.

action of a machine foundatio n, degrees of a freedom o f a block

foundation, Barken’s soil spring constant, Barken’s method of a

Unit-II

: Sewage Characterisation

determining natural frequency o f a block fo undation subjected to

Qualit y parameters - BOD , COD , Solids, D.O., O il & Greas e. India n

vert ical oscillat ions.

Standards for disposal of effluents into inland surface sources and on

land.

Books Recommended :

Unit-III

: Sewage Treatment

1. Analysis and Design of Foundation and Retaining Structures

Object ives, se quence and efficiencies of conve ntional treatment units.

by S. Prakash, Gopal Ranjan & S. Saran, Sarita Prakashan.

Pre liminary treat ment , screnning and grit remo val unit s. Theory and

2. Analysis and Design o f Sub Structures by Swami Saran, IBH

design aspects of primary treatment, secondary treatment - activated

Oxford.

s ludge pro cess & it s modific ations, Tricking filter, s ludge digest io n

3. Basic and Applied Sopil Mechanics by Go pal Ranjan and ASR

and drying beds. St abiliza tion pond, aerated lagoon, UASB p roce ss,

Rao , Newage Int. Pub.

septic tank and Imhoff tank.

4. S oil Dynamic by S hamsher P rakash, McG raw Hill.

5. F oundation Design by Teng, P rent ice Hall.

Unit-IV

: Disposal of Sewage

6. Soil Mechanics & Founda tion Engineering by Bharat Singh,

Dis pos al of s ewage by dilut ion - s elf purific ation of s treams . S ewage

Shamsher Prakash, Nem Chand & Bros, Roorkee.

dis pos al by irrigat ion (sewage treatment )

Books Recommended :

1. Waste Water Engineering : Metcalf and Eddy.

2. Sewage and Sewage Treatment : S.K. Garg.

3. Sewage and Sewage Treatment : S.R. Krishan Sagar.

4. Waster Water Engineering : B.C. Punmia.

5. Manual on Sewerage and Sewage Treatment : Ministry of

Urban Development, New Delhi.

SYLLABUS B.Tech Civil Engg. 47 48 MAHARSHI D AYANAND UNIVERSITY, ROHTAK

bituminous surfaces and cement co ncrete pavements. Pavement

CE-310 E TRANSPORTATION ENGINEERING -II

evaluation. Benkleman beam. Introduction to various types of overlays.

Sessional : 50 Marks

Theory : 100 Marks

Unit-VI

: Highw ay D rainage and Hill Roads

Total : 150 Marks

Surface drainage : types, brief design. Types of sub-surface drainage.

Duration of Exam. : 3 Hrs.

Special c ha ract eristics of hill ro ads: geo me trics, hair pin bends,

Unit-I

: Des ign of Flexible Pavement s

const ruction of hill roads, drainage of hill roads, maint enance problems

Types of pavements. Flexible and rigid pavements. Components of a

of hill roads.

pavement and their functions. Factors affecting design of pavements.

Design of thickness of a flexible pavement by Group Index method,

Unit-VII

: Highway E conomic s and Finance

CBR method (inc luding lat est IRC guide lines), Triaxial met ho d and

Need of economic evaluation. Highway user benefits and costs.

Burmister’s method.

Methods of eco no mic evaluatio n: benefit cost r ation method, net

present value met hod, int ernal ra te of ret urn met ho d, co mpa rison.

Unit-II

: D esign of Rigid P ave ments

Highway finance.

Westergaard’s theory, critical locations of loading, load and temperature

stresses. Critical co mbination o f stresses. IRC guid elines for

Unit-VIII

: Tunnels

determinat ion of thickne ss of a rigid pavement.

Sections of tunnels: advantages, limitations and suitability of each section.

Joints : requirements, types, patterns. Spacing of expansion and

Shift. Pilot tunnel. Driving tunnel in rocks: sequence of construction

contraction joints. Functions of dowel and tie bars.

operations, full-face method, heading and bench method, drift method.

Driving tunnels in soft ground: sequence of construction operations,