Maharshi Dayanand University Rohtak

CE-212 E CONSTRUCTION & CONCRETE TECHNOLOGY

CE-214 E STRUCTURAL ANALYSIS-II LAB

Sessional : 50 Marks

Sessional : 25 Marks

Theory : 100 Marks

Theory : 25 Marks

Total : 150 Marks

Total : 50 Marks

Duration of Exam. : 3 Hrs.

Duration of Exam. : 3 Hrs.

Un it-1 :- CPM -

Project Management, Bar chart and Milestone Chart s,

Elements o f network, development of network, network analysis.

List of Expe riments :

1. Experiment on a two-hinged arch for horizontal thrust & influence

Unit-I1 : - Concrete Technology -

Co ncrete making materials :

line for Horizontal thrust.

cements, aggregates, water, admixtures, properties of fresh and

2. Experimental and analytical study of a 3 bar pin jointed Truss.

hardened concrete, variability of concrete strength, extreme weather

3. Expe rimental and alalytical study of deflect ions for unsymmetrical

concreting, Testing of concrete mixes, prestressed concrete.

bending of a Cantile ver bea m.

4. Begg’s deformeter-verification of Muller Breslau principle.

Unit-II1 :- Mix Design -

Princ iple s of c oncret e mix design, basic

5. Experimental and analytical study of an elastically coupled beam.

considerations, Factors in t he choice of mix design, outline of mix design

6. Sway in portal frames-demonstration.

pro cedure, ACI mix design practice, USBR method, British mix design

7. To study the cable geometry and statics for different loading

method IS guidelines .

conditions.

8. To plot s tres s-st rain curve for c oncret e.

Unit-IV :- Heavy Construction -

Construction of large structures,

dams, bridges, multi-storeyed buildings etc.

CE-216 E FLUID MECHANICS - LAB

Unit-V :- Construction Equipments -

Introduction to heavy

Sessional : 25 Marks

construction equipment, crushers, hot mix, plants, dozers etc.

Theory : 25 Marks

Total : 50 Marks

Books Recommended :

Duration of Exam. : 3 Hrs.

List of Expe riments :

1. Handbook o f mix de sign - BIS

1. To determine the coefficient of drag by Stoke’s law for spherical

2. PERT & CPM by B.C. Punmia

bodies.

3. Concrete Technology by M.S. Shet ty.

2. To study the phe nomenon of cavitat ion in pipe flow.

3. To determine the critical Reynold’s number for flow through

commercial pipes.

4. To det ermine t he co efficient of dis charge for flow over a broad

crested weir.

5. To study the characteristics of a hydraulic jump on a horizontal

floor and sloping glacis including friction blocks.

6. To study the scouring phenomenon around a bridge pier model.

7. To study the scouring phenomenon for flow past a spur.

8. To determine the characteristics of a centrifugal pump.

9. To study the momentum characteristics of a given jet.

10. To determine head loss due to various pipe fittings.

SYLLABUS B.Tech Civil Engg. 27 28 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

CE-218 E PROFESSIONAL PRACTICES

2.

Tacheometry :

Tacheometric constants, calculating horizontal

distance and elevations with the help of tacheometer.

Sessional : 25 Marks

Practical : 25 Marks

3. Setting of simple circular curves by off set method, off set from

Total : 50 Marks

chord produced, off set from long chord and by deflection angle method.

Duration of Exam. : 3 Hrs.

4. An exercise of triangulation including base line measurement.

Leadership -

Concepts of leaders hip, role of t raining role o f leader,

leaders hip in industry.

CE-222 E CONCRETE LAB

Professional ethics

-concepts of ethics character, duty &

Sessional : 25 Marks

responsibility, disciplines, Integrity, courage etc conducts, codes.

Theory : 25 Marks

Motivation

- Dynamics of human behaviour, classification of motives,

Total : 50 Marks

pay, promo tion, compe tit ion, a nd partic ipa tion rewards et c. job

Duration of Exam. : 3 Hrs.

satisfaction.

Tests on Cement :

Human Relations

- Behaviour modification techniques, industrial

1. Standare consistency of cement using Vicat’s apparatus.

relations, characteristics of gro up behaviour, Mob psychology,

2 . Fineness of cement by Sieve analysis and Blaine’s air per meability metho d.

lookouts, handling of grievances, labour welfare.

3. Soundness of cement by Le-Chatelier’s apparatus.

4. S ett ing t ime of cement, initial and final.

Communication

- Process, bareness & effective communication

5. Compressive st rength of cement.

6. Measurement of specific gravity of cement.

Conflicts

- Genesis, Inter group, resolving conflicts team building

Tests on Aggregates :

Labour Industrial & Tax Law

- Factory act, workmen compenstion

act, minimum wage act etc.

1. Moisture content and bulking of fine aggregate.

2. Fineness modulus o f coarse and fine aggregates.

Accident Safety

- Classification & ac tion

Tests on Concrete :

CE-220 E SURVEYING-II LAB

1. Workability of cement concrete by (a) Slump test (b) Compaction

factor test (c) Flow table test.

Sessional : 50 Marks

2 . C omp ressiv e streng th o f co ncrete by ( a) C ube test , (b) C ylind er test.

Theory : 50 Marks

3. Indirect tensile strength of concrete-split cylinder test.

Total : 100 Marks

4. Modules of r upture of concrete by flexure test

Duration of Exam. : 3 Hrs.

5. Bond strength between steel bar and concrete by pull-out test.

6. Non-destructive testing of concrete.

List of Experiments :

Books Recommended :

1.

Theo dilite :

Study of theodolite, measurement of horizontal angle,

1. Concrete Manual-M.L. Gambhir, Dhanpat Rai & Sons, New Delhi.

measurement of vertical angle, Permanent adjustment.

2. Concrete Technology-M.L. Gambhir, Tata McGraw Hill, New Delhi.

SYLLABUS B.Tech Civil Engg. 29 30 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

Drawings :

CE-301 E DESIGN OF STEEL STRUCTURE-1

Sessional : 50 Marks

1. Structural drawings of various types of welded connections

Theory : 100 Marks

(simple and eccentric)

Total : 150 Marks

2. Beam to column connections (framed & seat connections)

Duration of Exam. : 3 Hrs.

3. Column bases-slab base, gussested base and grillage foundation.

Unit-I :- Introduction -

Pr opert ies of st ruct ural st eel. I .S. Rolled

4. Plate girder.

sections and I. S. spe cifications.

5. Roof truss.

Unit-II :- Connections -

I mportance, various types o f connections,

Books Recommended

:

simple and moment resistant, riveted, bolted and welded connections.

1. Design of steel structures, A.S. Arya & J.L. Ajmani, Nem Chand

Unit-III :-

Design of Tension Members : Introduction, types of tens ion

& Bros., Roorkee.

members, net sectional areas, design of tension members, lug angles

2. Design of steel structures, M. Raghupati, TMH Pub., New Delhi.

and splices.

3. Des ign of s teel struct ures, S.M.A. K azmi & S.K . Jindal, Prentice

Hall, New Delhi.

Unit-IV :- Design of Compression Members -

Introduction,

4. Design of steel structures, S.K. Duggal, TMH Pub. New Delhi.

effective length and slenderness ratio, various types of sections used

for columns, build up columns it s, neces sit y, design of built up columns,

laced and bat tened columns including the design of lacing and battens,

design of eccentrically lo aded compression members & columns.

CE-303 E TRANSPORTATION ENGINEERING I

Unit-V :- Column Bases and Footings:

Introduction, types of

column bases, design of slab base and gusseted base plate, design of

Sessional : 50 Marks

gusseted base subjected to eccentrically loading, design of grillage

Theory : 100 Marks

foundations.

Total : 150 Marks

Duration of Exam. : 3 Hrs.

Unit-VI :- Design of Beams :

Introduction, types of sections, general

Unit-I :- Design of Flexible Pavements -

Types o f pavements.

design crit eria for bea ms, design of lat erally supported and unsupported

Flexible and rigid pavements. Components of a pagvement and their

beams, design of built up beams, web buckling, web crippling and

functions. Fac tors affecting design of pavements. Design of t hickness

diagonal buckling.

of a flexible pavement by Group Index method, CBR method

(inclu ding lat est IRC guide lines), Triaxial met ho d and Burmiste r’s

Unit-VII :- Gantry Girders -

Introduction, various loads,

method.

specifications, design of gantry girder.

Unit-II :- Design of Rigid Pavements

- Westergaard’s theory,

Unit-VIII :- Plate Girder :-

Introduction, elements o f plate girder,

critical locatio ns of loading, load and temperature stresses. Critical

design steps of a plate girder, necessity of stiffeners in plate girder,

combination of st resses. IRC guidelines for determinat ion of thickness

various t ypes of stiffeners, we b and flange splices (brief introduc tion),

of a rigid pavement.

Curtailment of flange plat es, des ign of beam t o c olumn connect ions :

Joints

: Require ment s, t ypes, pat t erns. Spacing o f expansio n and

Introduction, design of framed and seated connection.

contract ion joint s. Functions of dowe l a nd tie bars.

SYLLABUS B.Tech Civil Engg. 31 32 MAHARSHI D AYANAND UNIVERSITY, ROHTAK

Unit-III :- Highway Construction : Non-Bituminous Pavements

-

Books Recommended :

Brief introduction to earthwork machinery : Shovel, hoe, clamshell,

dragline, bulldo zers. Principles of field co mpaction of subgrade.

1. Highway Engg. by S.K. Khanna & C.E.G. Justo , Nem Chand

Compacting equipments. Granular roads. Construction steps o f

Bros., Roorkee.

WBM. WMM. Construction of cement concrete pavements, Slip-

2. Principles and Practice of Highway Engg. by L.R. Kadiyali, Khanna

form pavers, Basic concepts of the following : soil stabilized roads,

Publishe rs, Delhi.

use of geo-synthetics, reinforced cement concrete pavements, prestress

3. Principles of Pavement Design by Yo der, E.J. & Witezak, M.W.,

concrete pavements, roller compacted concrete pavements and fibre

John Wiley and So ns, USA.

reinforced concrete pavements.

4. Tunnel Engineering by S.C. Saxena, Dhanpat Rai Publications,

New Delhi.

Unit-IV :- Construction of Bituminous Pavements

- Various types

5. A t ext book of Tunnel, Bridges and Railway Engg. by S.P. Bindra,

of bituminous constr uctio ns. Prime coat, tack coat, seal coat and

Dhanpat Rai Delhi.

s urface dres sing. Const ruction of BU SG, Premix carpet , BM , DBM

and AC. Brief coverage of machinery for construction of bituminous

ro ads: bitumen boiler, sprayer, pressure distributo r, hot-mix plant,

CE-305 E WATER SUPPLY AND TREATMENT

co ldmix plant, tripper trucks, me cha nic al paver o f finisher, rollers.

Sessional : 50 Marks

Mastic asphalt, Introduction to various IRC and MOST spec ificat ions.

Theory : 100 Marks

Total : 150 Marks

Unit-V :- Highway Maintenance

- Pavement failures. Maintenance

Duration of Exam. : 3 Hrs.

operatio ns. Maintenance of WBM, bituminous surfaces and cement

Unit-I :- Water Quantity :

Importance and necessity of water supply

concr ete pavements. Pavement evaluation. Benk leman beam.

scheme. Water demands and its variations. Estimation of total quantity

Introduction to various types of overlays.

of water requirement. Population forecasting. Quality and quantity of

sur face and ground water sources. Selectio n of a source o f water

Unit-VI :- Highway Drainage and Hill Roads

- Surface drainage

supply. Types of intakes.

: types, br ief design. Types of sub-surface drainage. Special

characteristics of hill roads: geometrics, hair pin bends, construction

Unit-II :- Water Quality :

Impuritie s in wa ter a nd their sa nit ary

of hill roads, drainage of hill roads, maint enance problems of hill roads.

significance. Physical, chemical and bacteriological analysis of water,

water borne diseases, water quality standards.

Unit-VII :- Highway Economics and Finance

- N eed of economic

evaluation. Highway user benefits and costs. Methods of economic

Unit-III :- Water Treatment :

Objectives, treatment pro cesses and

evaluation: benefit cost ratio method, net present value method, internal

their sequence in co nventional treat ment plant, sedimentation-plan and

rate of return method, comparison. Highway finance.

aided with co agulation. Types, features and design aspects. Mixing

bas ins and F locculat ion units. Filtration-mechanism involved, t ypes of

Unit-VIII :- Tunnels

- Se ctions of t unnels : Advantages, limit ations

filters, slow and rapid sand filtration units (features and design aspects),

and suit ability of each section. Shaft. Pilot tunnel. Driving t unnel rocks:

Disinfection principles and aeration.

sequence of construction operations, full-face method, heading and

bench method, drift method. Driving tunnels in soft ground: sequence

Other water treatment pr ocesses : Purification processes in natural

of co nstruction operations, needle beam method, shield tunneling,

system, water softening, removal of taste and odour, advanced methods

compres sed air t unneling.

of w ater t reatment , deflouridat ion, dis solved solids removal.

SYLLABUS B.Tech Civil Engg. 33 34 MAHARSHI D AYANAND UNIVERSITY, ROHTAK

Unit-IV :- Water Conveyance System :

Conveyance o f water,

CE-307 E SOIL MECHANICS

Intake structures, Rising and Gravity system, Dual systems, Pumping

Sessional : 50 Marks

Systems and pumping stations, valves and appurtenances, pipe

Theory : 100 Marks

materials and pipe fitting, O & M and trouble shooting for conveyance

Total : 150 Marks

s ystem.

Duration of Exam. : 3 Hrs.

Unit-V :- Water Distributi on System :

Layo u t of Dist ribu tio n system

Unit-I :- Soil Formation and Composition

- Dea d End system, Grid Iro n syst em, Ring syst em, Radial syste m,

Introduction, soil and rock, Soil Mechanics and Foundat ion Engineering,

their merits and demerits, Distributio n Reservoir-functions and

origin of s oils, weathering, soil format ion, major soil deposits of India,

determination of storage capacity, Water Distribution Network,

pa rticle size, particle shape, inter-particle forces, soil st ructure, principal

Analysis of distribution network, layout, capacity and pressure

clay minerals.

requirements, leak detection, Maintenance, Water supply in buildings

Unit-II :- Basic Soil Properties

and plumbing.

Introduction, three phase system, weight-volume relationships, soil

Books Recommended :

grain pro perties, soil aggregate properties, grain size analysis, sieve

analysis, sed ime nt at ion analysis, gra in size dist ribut io n cur ve s,

1. Water Supply and Sewerage : E.W. Steel.

cons istency of soils , consis tency limits and their det ermination, activity

2. Water Supply and Sewage by Terence J. McGhee.

of clays, rela tive densit y of sa nds.

3. Water Supply Engineering : S.R. Kshirsagar.

4. Water Supply Engineering : S.K. Garg.

Unit-III :- Classificatio n of soils

5. Water Supply Engineering: B.C. Punmia, Ashok Jain & Aru Ja in.

Purpose of classification, classification on the basis of grain size,

6. Ma nual on Wat er S upply a nd Treatment : Ministry of U rban Dev.,

clas sificat ion on the bas is of plasticity, plasticit y chart, Indian Sta ndard

New Delhi.

Classificat ion System.

7. Water Supply Waste Disposal and Environmental Pollution

Unit-IV :- Permeability of Soils

Engineering by A.K. Chatterjee.

Intro ductio n, Darcy’s Law and its validity, discharge velocity and

8. Elements of Public Health Engineering by K.N. Duggal.

seepage velocity, factors affecting permeability, laboratory

9. Water Supply and Sanitary Engineering by G.S. Birdie and J.S.

det ermina tion of c oefficient of permea bilit y, dete rminat ion of fie ld

Birdie.

permeability, permeability of stratified deposits.

10. Environmental Enginee ring by Howard S . Peavy, Donald R. Rowe

and George Tchobanoglous.

Unit-V :- Effective Stress Concept

11. Water and Waste Water Technology by Mark T Hammer.

Principle of effective stress, effective stress under hydrostatic

condit ions, capillary rise in s oils, effective st ress in the zone of capillary

rise, effective stress under steady state hydro -dynamic conditions,

seepage force, quick condition, critical hydraulic gradient, two

dimensional flow, Laplace’s equation, propert ies and utilit ies of flow net,

graphical method of construction of flow nets, piping, protective filter.

Unit-VI :- Compaction

Introduction, role o f moisture and compactive effect in compaction,

laboratory determination of optimum moisture content, moisture density

relat io nship, c ompaction in fie ld, compactio n o f cohesionle ss soils,

modera tely cohesive soils and clays , field c ontr ol of compaction.

SYLLABUS B.Tech Civil Engg. 35 36 MAHARSHI DAYANAND UNIVERSIT Y, ROHTAK

Unit-VII :- Vertical Stress Below Applied Loads

CE-309 E NUMERICAL METHODS & COMPUTING

Introduction, Boussinesq’s equation, vertical str ess distr ibution

TECHNIQUES

diagrams, vertical stress beneath loaded areas, Newmark’s influence

Sessional : 50 Marks

chart, approximate stress distributio n methods for loaded areas,

Westergaard’s analysis, conta ct pressure.

Theory : 100 Marks

Total : 150 Marks

Unit-VIII :- Compressibility and Consolidation

Duration of Exam. : 3 Hrs.

Introduction, components of total settlement, consolidation process,

Unit-I Roots of Equation :

one-dimensional consolidation test, typical void ratio-pressure

Graphical Methods, Newton Raphson’s Method, Solution of Ordinary

relationships fo r sands and clays, normally consolidated and over

differential equations by Runga Kutta Metho d, Solution of linear

consolidated clays, Casagrande’s graphical method of estimating pre-

algebraic equations by Relaxation Methods.

consolidation pressure, Terzaghi’s theory of one-dimensional primary

consolidation, determination of coefficients of consolidation,

Unit-II Numerical Interpolation :

consolidation settlement, Construction period settlement, secondary

Numerical Int erpola tion : Linear a nd Lagra ngian Ingt erpolat ion,

consolidation.

Numerical Int egration, Trapezoidal and Simpson’s Rule. Curve Fitting

Unit-IX :- Shear Strength

: Linear a nd Polynomia l re gr ession. Curve Fitt ing: Linear and

Introduction, Mohr stress circle, Mohr-Coulomb failure-criterion,

Polynomial regression.

relationship between principal stresses at failure, shear tests, direct shear

Unit-III Evolution of program design concepts

t est, unconfined compression test, tri-axial compression tests, drainage

Basic object oriented co ncepts. Object o riented languages: C++,

conditions and strength parameters, Vane shear test, shear strength

co nstructs & syntax : Algorithm develo pment and implementation ;

characteristics of sands, normally consolidated clays, over consolidat ed

Applic atio n of object orient ed pr ogramming in Civil Engineering

clays and part ially s aturated soils, s ensitivit y and thixot ropy.

Syst ems.