2nd year civil engineering course detail of ioe, tu nepal

8/19/2019 2nd Year Civil Engineering Course Detail of IOE, TU Nepal

1/20

THEORY OF STRUCTURES I

CE 551Lecture : 4 Year :

IITutorial : 2 Part: IIPractical : 1

Course objecties: The purpose of this course is to provide concept and knowledgeof structural analysis with the emphasis of staticallydeterminate structure. By the end of this course, it is expectedthat the students will be able to perform analysis of determinate structures both by manual calculation as well asmatrix method of analysis using computer application.

1! I"tro#uctio" $4 %ours&1.1 Types of Structures Based on Material sed1.! Structural Mechanics1." Two Basic #pproaches of Structural #nalysis1.$ %inearly &lastic Structures

1.' (on)linearity in Structural #nalysis1.* +omputer Based Methods1. -rinciple of Superposition

2! '"al(sis b( t%e Strai" E"er)( *et%o# $4 %ours&!.1 Strain &nergy and +omplementary Strain!.! Strain &nergy due to radually and Suddenly #pplied

/irect %oad0 /ynamic Multipliers!." Strain &nergy due to Bending, shear and Torsion

+! '"al(sis b( t%e ,irtual -or. *et%o# $/ %ours&".1 ork and +omplementary ork".! /isplacement of Beams and 2rames by Method of

3eal ork"." +alculation of 3eal ork from Bending".$ %imitations of the Method of 3eal ork".' /isplacements by the Methods of 4irtual ork".* /irect #xial and Bending &5ects". /isplacements in Beams due to Temperature &5ects".6 #d7ustments and Mis8ts in Truss &lements and

Temperature &5ects

".9 +ombination of /i5erent &5ects

4! 0eectio" o 3eas $ %ours&$.1 :ntroduction$.! /i5erential &;uation of 2lexure$." /ouble :ntegration method$.$ Theorems on #rea Moment Method$.' Macaulay /e=ections by the Method of Superposition

5! I"ue"ce Li"es or Si6le Structures $17 %ours&'.1 Moving Static %oads and :n=uence %ines'.! :n=uence %ines for Statically /eterminate structures'." Moving %oads on Statically /eterminate Beams'.$ :n=uence %ines for Statically /eterminate Trusses'.' :n=uence %ine /iagrams for the +ase of :ndirect %oad

#pplications ?-anel %oadings@'.* :n=uence %ines for Support 3eactions

'. :n=uence %ines for support Moment'.6 :n=uence %ines for Shear 2orce'.9 :n=uence %ines for bending Moment'.1> /etermination of 3eactions, bending Moments

and Shear 2orces from :n=uence %ine /iagrams dueto di5erent loadings0 -oint %oad, /istributed %oad,+ouple

'.11 %oading of :n=uence %ine /iagrams usingStandard %oad Trains

'.1! Most +ritical -osition of a %oad on a Beam Span

/! Staticall( 0eteri"ate 'rc%es $ %ours&

*.1 Types of #rches*.! Three)Ainged Structures with Support at Same anddi5erent %evel

*." /etermination of Support reactions, Shearing 2orces,(ormal 2orces and Bending Moments by (umericalMethods

*.$ #nalysis of Three)Ainged #rches by the raphicalMethod

1


2/20

*.' :n=uence %ine /iagrams for 3eactions, BendingMoments, Shearing 2orces and (ormal 2orces in Three)Ainged #rches

! Sus6e"sio" Cable S(stes $ %ours&.1 Theory of Suspended Structures with n)sti5ened

+ables.! +atenary and -arabolic +ables

." eneral +ases of -arabolic +ables.$ &lements of a Simple suspension Bridges.' Stress /etermination in Three)Ainged Sti5ening

irder.* :n=uence %ine /iagrams. Tower structures, ind +ables and Ties ?:ntroduction

only@

Practical:

1. Measurement of reactions in three)hinged arches underdi5erent loading arrangements

!. /e=ection of Beam

". &xperimental analysis of suspension bridges$. Simulation of :n=uence lines for beams and girders'. Simulation of displacement measurement in statically

determinate plane frame

Tutorials: 1! assignments, ! seminar presentations

Reere"ces:

1 +.A. (orris, .B. ilbur and S.tku C&lementary structural

#nalysisD, "rd &dition, (ew Eork0 Mcraw)Aill Book +o.,

19

! ong E. Eang C#pplied (umerical Methods using

M#T%#BD, , et.#l., ohn illey F Sons, !>>'" illiam eaver, 3., 7ames M. ere CMatrix #nalysis of

2rames StructuresD, , !nd &dition, +BS -ublishers and

/istributers, :ndia

$ #. /arkov and GuHnetsov CStructural MechanicsD, , Mir

-ublishers

Ealuatio" Sc%ee:

The ;uestions will cover all the chapters of the syllabus. Theevaluation scheme will be as indicated in the table below0

C%a6ters Hours *ar. #istributio"

1 $ '

! $ '

" * 1>

$ 1'

' 1> !>

* 1' 1>

Total 45 97

I There may be minor deviation in marks distribution.

!


3/20

HY0R'ULICS

CE 555Lecture : 4

Year : IITutorial : 2

Part : IIPractical : 7

Course Objectie:

The knowledge of hydraulics is essential to the design of various hydraulic structures. This course includes fundamentalof hydraulics which aims to impart the concept of waterresources engineering and their application in the 8eld of civilengineering.

1! Pi6e o $; %ours&

1.1 :ntroduction to pipe =ow, distinguish betweenpipe and open channel =ow.3eynolds experiment and =ow based on 3eynolds


4/20

5! 3asics o O6e" c%a""el o

$2 %ours&

'.1 :ntroduction to open channel =ow and its practicalapplication, di5erences between open and pipe=ows.

'.! +lassi8cation ?natural and arti8cial channel,prismatic and non)prismatic channel, rigid boundaryand mobile boundary channel@.

'." eometric properties ?depth of =ow, area of =ow, top

width, wetted perimeter, hydraulic radius, hydraulicdepth, bed or longitudinal slope, hydraulic slope,energy slope@

'.$ +lassi8cation of open channel =ow ?Steady unsteadyJuniform non)uniformJ laminar turbulentJ sub)critical,super critical, critical and super critical =owJgradually varied, rapidly varied and spatially varied=ow@

/! U"ior o i" o6e" c%a""el $ %ours&

*.1 +ondition of uniform =ow, expression for the shearstress on the boundary of channel

*.! 2low resistance e;uations. /arcy)eisbach, +heHyand Manning e;uations and their relationship.

*." /etermination and factors a5ecting manning


5/20

17! Flo i" obile bou"#ar( c%a""el $4 %ours&

1>.1 :ntroduction to rigid and mobile boundary channel1>.! 3igid boundary channel and its design principle

?minimum permissible velocity [email protected]>." /e8nition of alluvial channel. Shear stress

distribution on the channel boundary.1>.$ :ncipient motion condition1>.' /esign of MB+ by three approaches ?the permissible

velocity, tractive force and regime theory

approaches@1>.* :ntroduction to Shied diagram and its application for

designing MB+1>. 2ormation of river beds based on the shear stress.

Reere"ces:

1. 4en Te +how CLpen channel hydraulicsD. Mcraw)Aill bookcompany limited, 19"

!. G 3anga 3a7u C2low through open channelD,. TataMcraw)Aill -ublishing +ompany %imited, (ew /elhi,Second &dition,199".

". /.S. Gumar C2luid Mechanics and 2luid power

&ngineeringD, , S.G. Gataria and Sons, sixth edition, !>>'$. G. %. Gumar C&ngineering 2luid MechanicsD, &urasia-ublishing house ?-@ %td. 3am (agar (ew /elhi, !>>>.

'. S 3amamrutham CAydraulics =uid mechanics and =uidmachinesD,. /hanpat 3ai -ublishing +ompany ?-@ %td. (ew/elhi Seventh &dition !>>*

Practical:

1. Aead loss in -ipe!. /etermination of Mannings coeKcient for di5erent

surfaces.". 2low through open sluice gate$. Aump and constricted =ow analysis

'. Aydraulic 7ump analysis

Tutorials:

There shall be related tutorials exercised in class and given asregular homework exercises. Tutorials can be as following foreach speci8ed chapters.

1! Pi6e o $+ %ours&

Theory, de8nition and concept type ;uestions-ractical examples, numerical examples and derivation

type ;uestions There will be tutorial for each sub)section

2! Si6le 6i6e o 6roble a"# solutio" $2 %ours&


type ;uestions

+! T%ree reseroir 6robles a"# 6i6e "etor.s$4 %ours&

Theory, de8nition and concept type ;uestions-ractical examples, and numerical examples types

;uestionsse of computer programme?studied in :N:@ for solving

exercises

4! U"stea#( o i" 6i6es

$+ %ours& Theory, de8nition and concept type ;uestions-ractical examples, numerical examples and derivation

type ;uestions There will be tutorial for each sub)section

5! 3asics o o6e" c%a""el o$1 %ours&

Theory, de8nition and concept type ;uestions

/! U"ior Flo $+ %ours&


type ;uestions There will be tutorial for each sub)sectionse of computer programme ?studied in :N:@ to solve some

problems

'


6/20

! E"er)( a"# oe"tu 6ri"ci6les i" o6e" c%a""elo $4%ours& Theory, de8nition and concept type ;uestions-ractical examples, numerical examples and derivation

type ;uestions There will be tutorial for each sub)sectionse of computer programme ?studied in :N:@ to solve some

problems

9! ra#uall( arie# o$4 %ours&


type ;uestions/rawings for =ow pro8les There will be tutorial for each sub)sectionse of computer programme ?studied in :N:@ to solve some

problems

;!


7/20

SUR,EYI IICE 554

Lecture : + Year :II

Tutorial : 1Part : II

Laborator( : +

Objecties: The ob7ectives of this course is to introduce fundamentalknowledge of land measurement and modern surveyapplication. #fter completion of this course students will beable to implement modern survey techni;ue in map making andapplication in relevant to civil engineering pro7ects. AL3S1! Traersi") $ Hours&

1.1 (eeds and signi8cance of traversing1.! Speci8cation for horiHontal and vertical control oftraverse1." 2ield works for traversing, traverse 8eld notes

1.$ Traverse computation for closed and link traverse,reduction of reading to angles, balancing of angles,computation of bearings and ad7ustment of bearings,computation of latitudes and departures, error of closure and relative precision, balancing of consecutive coordinates, computation of independent coordinates and plotting of traverse

1.' Traverse omitted measurements 1.* 2ield problems and instructions

2! Tac%eoetr( $5 %ours&!.1 -rinciple of optical distance measurements

!.! Stadia method, Tangential method using sta5 verticaland horiHontal distanceusing subtense bar

!." Booking and plotting of details!.$ Sources of errors and precision of tacheometric

survey!.' 2ield problems and instructions

+! Tri)o"oetric Leeli") $4 %ours&".1 -roblems of heights and distances".! 3eciprocal trigonometrical leveling"." :t


8/20

.* &lectromagnetic radiation. :nteraction of &M3 with earth surface features.6 2ield application and instruction

9! Fiel# 'stro"o( a"# >PS $+ %ours&6.1 :ntroduction, /e8nition of terms6.! eographical coordinate system6." se of astronomy in surveying and mapping6.$ :ntroduction of -S

6.' +omponents of -S6.* orking principles and uses of -S6. : nstructions to 8eld applications

;! Total Statio" $+ %ours&9.1 :ntroduction9.! 2eatures of Total Station 9." &lectronic data recording9.$ Summary of Total Station characteristics9.' 2ield procedures for Total Station in Topographical

Surveying

17! >eo)ra6%ic I"oratio" S(ste $>IS& $2 %ours&

1>.1 :ntroduction1>.! #pplication of :S to civil engineering pro7ects

Practical Fiel# -or.s: Hours1! Traverse survey, computation and plotting2! #pplication of tacheometry to measure

distance and elevation by using stadia systemincluding detailing, computation and plotting

". :ntersection and resection using theodolite4! Trigonometric leveling5! +ontouring O :ndirect leveling*. Setting out of simple circular curve, transition

and vertical curve! /emonstration and application of Total Station

9! /emonstration and application of -S, :S,-hotogrammetry lab visit

Reere"ce a"# Recoe"#e# 3oo.s:Surveying O #. Banister and S. 3aymond, &%BS

&lementary Surveying O -aul 3. olf, 3ussel +. Brinker O Aarper+ollins +ollege -ublishersB+ -unmia O Surveying, %axmi -ublication, (ew /elhi3.#gor O Surveying and %eveling O Ghanna -ublishers, /elhi( ( Basak O Surveying and %eveling O Tata Mc raw Aill-ublishing +ompany %imited (ew /elhiSG /uggal O Surveying O Tata Mc raw Aill &ducation -rivate%imited (ew /elhi

Ealuatio" Sc%ee:


C%a6ter Hours *ar.s0istributio" 8

1 1*

! ' 1>

" $ *

$ $ 6

' $ 6

* 6 1!

' *6 " 6

9 ' *

Total 45 97

IThere may be minor variation in marks distribution

6


9/20

Sure(i")= IITutorials:

Aours 1! Traersi") 4

1.1 Traverse computation i.e. including 3eduction of reading to angles, balancing of angles, computationof bearings, calculation of consecutive coordinatesand balancing of consecutive coordinates, calculationof independent coordinates.

1.! 2inding the missing 8gures of traverse

2! Tac%eoetr( 2 !.1 /istances and elevation computation from

tacheometric observations and calculation of bearings, reduced levels and gradients fromcomputed distances and angles

+! Tri)o"oetrical leeli") 1 ".1 Aeight and distance measurement practices for

distant ob7ects by applying various cases

4! Co"touri") 1

$.1 :nterpolation practices from indirect method of contouring

5! Orie"tatio" 2'.1 +oordinates calculation of unknown points by using

resection and intersection processes

/! Cures + *.1 +alculation of various elements of simple circular

curves, transition curves, composite curves andvertical curves for setting out procedures

9


10/20

SOIL *ECH'


11/20

9.1 +ontact pressure and Settlement pro8le.9.! 2undamentals of +onsolidation9." Lne O/imensional %aboratory consolidation Test9.$ 4oid 3atio O -ressure plots9.' (ormally consolidated and over consolidated clay9.* &5ect of /isturbance on 4oid 3atio O-ressure

3elationship9. +alculation of Settlement from Lne O /imensional

-rimary +onsolidation

9.6 +ompression :ndex and Swell :ndex9.9 Secondary +onsolidation Settlement9.1> Time 3ate

of +onsolidation9.11 +oeKcient

of +onsolidation9.1! +alculatio

n of +onsolidation Settlement under a 2oundation9.1" Method of

#ccelerating +onsolidation Settlement

17!S%ear Stre")t% o Soil $/ %ours&1>.1 Mohr)

+oulomb failure criterion1>.! :nclination

of the -lane of 2ailure caused by Shear.1>." %aborator

y Tests 2or /etermination of shear strength-arameters.

1>.$ /irectShear Test

1>.' TriaxialShear Test)eneral

1>.* +onsolidated drained Triaxial Test

1>. +onsolidat

ed undrained Triaxial Test1>.6 nconsoli

dated undrained Triaxial Test1>.9 ncon8ne

d compression Test on Saturated clay.1>.1>Stress -ath

1>.114ane Shear Test1>.1!&mpirical 3elations between undrained cohesion and

e5ective overburden pressure.1>.1"Shear strength of unsaturated +ohesive Soils.1>.1$Shear Strength of Sands.

11!Stabilit( o Slo6es$5 Hours&

11.1 :ntroduction

11.! :n8niteslopes and Translation slides

11." /e8nitionof factor of safety

11.$ 2initeslopes) 2orms of Slip surface

11.' P Q >#nalysis ?Total stress #nalysis@

11.* + O P#nalysis O Method of Slices.

11. %ocationof the most +ritical +ircles

11.6 2riction+ircle Method

11.9 TaylorsStability (umber

11.1> Bishopsmethod of Stability #nalysis

11.11 se ofStability +oeKcients

Tutorials:

1! I"tro#uctio" $7!5 %our&2! Soli#s= -ater ?'ir Relatio"s a"# I"#e@ 6ro6erties o

soils $1!5 %ours&(umerical examples and derivation There can be tutorials for each sub)section

+! Soil I#e"tiAcatio"s a"# ClassiAcatio" $7!5 %ours&-ractical examples

11


12/20

There can be tutorials for each sub)section4! Soil Structure a"# Cla( *i"erals $7!5 %ours&5! Soil Co6actio"

$1%our&-ractical and numerical examples

/! Pri"ci6le o EBectie Stress Ca6illarit( a"#Pereabilit( $2 %ours&-ractical example and numerical examples There can be tutorials for each sub)section.

! See6a)e t%rou)% Soils $2 %ours&(umerical examplesJ -ractical example There can be tutorials for each sub)section.

9! ,ertical Stresses 3elo '66lie# Loa#s $1 %our&(umerical examples type ;uestions. There can be tutorials for each sub)section.

;! Co6ressibilit( o Soil $2 %ours&(umerical and -ractical examples

17! S%ear Stre")t% o Soil $2 %ours& (umerical

and-racticalexamples

There can betutorialsfor eachsub)section

11! Stabilit( o Slo6es

$2 %ours& (umerical

and-racticalexamples

There can betutorials for each sub)section

Practical:

1. Sieve analysis of coarse and 8ne grained soils.!. /etermination of #tterberg limit of soils". /etermination of :n)situ density by Sand replacement

method and +ore +utter Method.

$. /etermination of LM+ and maximum dry density'. ncon8ned compression test*. /irect shear Test. +onstant head permeability Test6. Triaxial Test

Reere"ces

1. TerHaghi G and -eck.3. B. ohn iley CSoil mechanics in&ngineering -racticeD, !nd &dition, (ew Eork, 19*

!. Bra7a M. /as C-rinciples of eotechnical &ngineeringD 2ifthedition. ThomsonNBrookscole

". oseph & Bowles C-hysical and eological properties of soilsD, , Mc raw Aill +o. %td !nd &dition 196$.

$. opal 3an7an and #S3 3ao CBasic and #pplied soilmechanics C, second edition (ew #ge :nternationalpublishers,!>>>

'. G. 3. #rora CSoil mechanics and foundation &ngineeringDStandard -ublisher /istribution 199

*. S.3. Ganira7 C/esign #ids in Soil Mechanics and 2oundation&ngineering C, Tata Mc raw Aill &ducation %imited, !>1>

. 4.(.S. Murthy C# Text Book of Soil Mechanics and2oundation &ngineering in S: unitsC BS -ublishers/istributors %td.2ourth edition 199"

6. /r. Sehgal C# text book of soil mechanicsD S.B. +BS-ublishers and distributors, (ew /elhi, 1966

Ealuatio" Sc%ee:


1!

C%a6ters Hours*ar.s

#istributio"81 1 !

! ' 6" $ 6$ ! $' " ** ' 1> $ 66 $ 69 * 1>1> * 1>11 ' *

Total 45 97


13/20

8 T%ere a( be i"or #eiatio" i" ar.s #istributio"!

1"


14/20


15/20

Ealuatio" sc%ee:

The ;uestions will cover the entire chapter of the syllabus. Theevaluation scheme will be as indicated in the table below0

IThere may be

minor deviation in marks distribution.

1'

C%a6ter

s

Hours *ar.

#istributio" 8

1 * 1!! * 1>

" * 1>

$ ' 1>

' * 1>

* * 1>

* 1>

6 $ 6

Total 45 97


16/20

3UIL0I 0R'-I'R 55/

Lecture : 1 Year :

IITutorial : 7 Part:IIPractical : +

Course Objectie:

Lb7ective of building drawing and drafting course is to introducestudents the basic terminology, component and element ofbuilding drawing. This course is designed to familiariHe thestudents with the fundamentals of building drawing and draftingskill. &mphasis is placed on drafting =oor plan, elevation,section and details of building.

1! I"tro#uctio" to buil#i") a"# 3uil#i") #rai") $1%our&

1.1 Structural system of building1.! #natomy of building1." &lements of building1.4 Scale of building drawing

2! S(bols a"# co"e"tio"al si)"s use# or buil#i")#rai") $1%our&

+! Sta"#ar# ies use# i" buil#i") #rai") $5 %ours&1.1 %ocation plan1.! Site plan1." 2loor plans1.$ &levationsN2acades1.' +ross section1.* /etail drawings

4! T(6es o buil#i") #rai") $ %ours&

$.1 +oncept drawing$.! -resentation drawing$." Municipality drawing$.$ Measured drawing$.' orking drawing

$.'.1 #rchitect


17/20

C%a6te

rs

Hour

s

*ar.

#istributio" 81 F ! ! $

" ' 1>$ 1$' 1 !Total 15 +7

IThere may be minor deviation in marks distribution.

1


18/20

EIEOLO>Y IICE 55+

Lecture : 2 Year : II

Tutorial : 7 Part:IIPractical : 1

Course Objectie: This course has been designed to provide knowledge of &ngineering eology to the students of civil engineering. :twould be helpful for them to understand, how to measure thegeological data from 8eld, to analyHe and interpret them for thedevelopment of civil infrastructures, for their stability and toprovide input design parameters.

1! I"tro#uctio" to E")i"eeri") >eolo)( $+ %ours&1.1 &ngineering geological system ?&S@0 3ock and soils,

geological structures, geomorphology, hydrogeology,weathering, earth;uake F seismicity andgeotechnical category of the pro7ect, evaluation of

engineering geological system ?&S@ with referenceto the di5erent phases ?planning, design,construction and maintenance@ of the infrastructuredevelopment pro7ect

1.! :mportant rock forming minerals and theirengineering signi8cance

1." #pplication of engineering geology in various civilengineering pro7ects ?roads, irrigation system,tunnels, dams F reservoirs etc.@

1.$ &ngineering geological maps0 Their classi8cation andpreparation

2! E")i"eeri") >eolo)( i" Hiala(as

$+ %ours&!.1. Ma7or discontinuities system of the (epal Aimalaya

and their engineering signi8cance!.!. Ma7or engineering geological problems of the Terai,

Siwaliks, %esser Aimalaya, and the Aigher Aimalaya, Tibetan OTethys Hone and their mitigation

!.". :mportance of the engineering geological informationsystem in (epalese context

+! H(#ro)eolo)( $2 %ours&

".1. 3iver channel morphology".!. Lrigin, type and movement of groundwater, porosity,

permeability and hydraulic transmissivity of di5erentrocks and sediments

".". eological factors for formation of di5erenthydrological condition

".$. /i5erent types of a;uifer system of (epal ?Terai, hillsand mountains@

4! E")i"eeri") )eolo)( i" site selectio" i"esti)atio"

D co"structio"e@caatio" $5 %ours&

$.1. :ntroduction, types and methods$.!. eology in selection of the road and canal

alignments$.". eology in site investigation of buildings, bridges,

dams and reservoirs$.$. eology in the selection of the tunnel and other

underground structures$.'. &ngineering geological documentation during

tunneling and underground excavations

5! >eolo)ical Haar#s $/ Hours&

'.1. :ntroduction'.!. Ma7or geological AaHards0 2lood, %L2, erosion, mass

movement and their +auses'.". Types of mass movements'.$. &arth;uake and seismicity'.'. Structural control on geo)haHards'.*. eological haHard in soil mass and rock mass'.. &ngineering evaluation of geological haHard and

risks, problem speci8c haHards mapping andmitigation measures

/! *easuree"t a"al(sis a"# i"ter6retatio" o

structural

16


19/20

)eolo)ical #ata $9 %ours&

*.1. 3ock mass0 :ntroduction, properties, classi8cationsystems

*.!. Measurement of the structural geological data fromrock mass

*.". Stereographic pro7ection0 -lotting a line F plane*.$. Structural analysisJ -rinciples, phases of the analysis,

analysis of the structural geological data using stereonet, rose diagrams, block diagrams and histogram

*.'. /etermination of the mean value of the ma7ordiscontinuity sets

*.*. :nterpretation of structural geological data for thespeci8c engineering geological problems

! >eolo)( a"# Co"structio" *aterials $+ %ours&

.1. #ggregates and construction materials0 clay, sand,limestone F marbles, slates F other building stones

.!. 3e;uirements for selecting borrow areas.". Searching, exploration and reserve estimation for

construction materials.$. se of geological, engineering geological, and

topographic maps and aerial photograph in searchingof the construction materials

.'. #pplication of geomorphology in searching ofconstruction materials

Practical :

&ight practical exercises will be performed in this course, inaddition to two days 8eld works.

1. Study of engineering geological maps0 -reparation,interpretation

!. Study of borehole problems". Study of thickness of bedrock$. Study of construction material reserve estimate

'. Study of mineral distribution in sand using binocularmicroscope

*. Study and analysis of discontinuities data for failuremechanism0 by stereographic pro7ectionNusing Stereo net

. Study of weathering pro8les and their e5ect on rock massproperties

6. &xercise on rock mass classi8cation system and their uses

Fiel# -or. $To #a(s&

#ny one of the 3oad N Aighway -ro7ects under construction orhave severe geo)haHard -roblem N #ny one of the Aydropower-ro7ects under construction ? Attendance in Fieldwork isCompulsory)

Reere"ces:1. onson, 3.B., /egra5, .4, ohn iley and Sons :nc.

C-rinciples of &ngineering eologyD!. Aoek C3ock &ngineeringD,& #.#. Balkema -ublishers". Grynione, /.-. ,udd, .3 C-rinciples of &ngineering

eology and eotechnicsD +BS -ublishers and/istributers,(ew /elhi

$. BB. /eo7a, Meghra7 /hital, # . agner, G.B. ThapaCMountain 3isk &ngineering AandbooksD , :+:ML/

'. /.. Todd Cround ater AydrologyD, ohn iley and Sons:nc.

*. -rof. #ndo C&ngineering and AydrogeologyD, +entral/epartment of eology, T..

. (ilsen,B C3ock &ngineeringD., Thidemann, (T(6. /r. Bishal (ath preti and /r. Meghra7 /hita C%andslide

Studies and Management in (epaD0 l, :+:ML/

Ealuatio" sc%ee:

The ;uestions will cover the entire chapter of the syllabus. Theevaluation scheme will be as indicated in the table below0

C%a6ters

Hours *ar. #istributio" 8

1 " "

! " "

" ! !

$ ' 9

19


20/20

' * 1>

* 6 1>

" "

Total +7 47

IThere may be minor deviation in marks distribution.

!>

2nd year civil engineering course detail of ioe, tu nepal

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