SCHEME OF TEACHING & EXAMINATION · 34 Methods of concreting- Pumping, under water concreting...

CIVIL ENGINEERING FINAL YEAR COURSE DIARY

PAGE 1 MVJCE

SCHEME OF TEACHING & EXAMINATION

SEMESTER: VIII

S.

No.

Subject

Code Title of the Subject

Teachi

ng

Dept/.

Teaching

Hrs/Week Examination

Theo

ry

Pract

ical

Duratio

n (Hr)

Marks

IA

Theory/

Practic

al

Total

1 06CV81 Advanced Concrete

Technology Civil 04 -- 03 25 100 125

2 06CV82 Design and Drawing of

Steel Structures Civil 02 03 04 25 100 125

3 06CV833 Pavement Design

(Elective) Civil 04 -- 03 25 100 125

4 06CV844 Geographic Information

System (Elective) Civil 04 -- 03 25 100 125

5 06CV85 Project Work Civil -- 06 03 100 100 200

6 06CV86 Seminar Civil -- 03 03 50 -- 50

TOTAL 14 12 19 250 500 750


PAGE 2 MVJCE

06CV81 - ADVANCED CONCRETE TECHNOLOGY


PAGE 3 MVJCE

SYLLABUS Subject Code : 06CV81 IA Marks : 25

No. of Lecture Hours/Week : 04 Exam Hours : 03

Total No. of Lecture Hours : 52 Exam Marks : 100

PART - A

UNIT – 1

Importance of Bogue’s compounds, Structure of a Hydrated Cement Paste, Volume of hydrated

product, porosity of paste and concrete, transition Zone, Elastic Modulus, factors affecting

strength and elasticity of concrete, Rheology of concrete in terms of Bingham’s parameter.

7 Hours

UNIT – 2

CHEMICAL ADMIXTURES- Mechanism of chemical admixture, Plasticizers and super

Plasticizers and their effect on concrete property in fresh and hardened state, Marsh cone test for

optimum dosage of super plasticizer, retarder, accelerator, Air-entraining admixtures, new

generation superplasticiser.

MINERAL ADMIXTURE-Fly ash, Silica fume, GCBS, and their effect on concrete property

in fresh state and hardened state. 6 Hours

UNIT – 3

MIX DESIGN - Factors affecting mix design, design of concrete mix by BIS method using

IS10262 and current American (ACI)/ British (BS) methods. Provisions in revised IS10262-

2004. 6 Hours

UNIT - 4

DURABILITY OF CONCRETE - Introduction, Permeability of concrete, chemical attack,

acid attack, efflorescence, Corrosion in concrete. Thermal conductivity, thermal diffusivity,

specific heat. Alkali Aggregate Reaction, IS456-2000 requirement for durability.

7 Hours

PART – B

UNIT – 5

RMC concrete - manufacture, transporting, placing, precautions, Methods of concreting-

Pumping, under water concreting, shotcrete, High volume fly ash concrete concept, properties,

typical mix Self compacting concrete concept, materials, tests, properties, application and

Typical mix. 6 Hours

UNIT – 6

Fiber reinforced concrete - Fibers types and properties, Behavior of FRC in compression,

tension including pre-cracking stage and post-cracking stages, behavior in flexure and shear,

Ferro cement - materials, techniques of manufacture, properties and application 7 Hours

UNIT – 7

Light weight concrete-materials properties and types. Typical light weight concrete mix High

density concrete and high performance concrete-materials, properties and applications, typical

mix. 6 Hours


PAGE 4 MVJCE

UNIT – 8

Test on Hardened concrete-Effect of end condition of specimen, capping, H/D ratio, rate of

loading, moisture condition. Compression, tension and flexure tests. Tests on composition of

hardened concrete-cement content, original w/c ratio. NDT tests concepts-Rebound hammer,

pulse velocity methods. 7 Hours

TEXT BOOKS:

1. Properties of Concrete- Neville, A.M. - ELBS Edition, Longman Ltd., London

2. Concrete Technology- M.S. Shetty

3. Concrete- P.K. Mehta, P J M Monteiro,- Prentice Hall, New Jersey

(Special Student Edition by Indian Concrete Institute Chennai)

4. ACI Code for Mix Design

5. IS 10262-2004

6. Concrete Mix Design- N. Krishna Raju - Sehgal Publishers

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

REFERENCE BOOKS:

1. Advanced Concrete Technology Processes- John Newman, Ban Seng Choo, - London.

2. Advanced Concrete Technology Constituent materials- John Newman, Ban Seng Choo-

London

3. Non-Destructive Test and Evaluation of Materials- J.Prasad, C G K Nair,-Mc Graw Hill.

4. High Performance Concrete- Prof Aitcin P C- E and FN, London.

5. Properties of Fresh Concrete- Power T.C.- E and FN, London

6. Concrete Technology- A.R. Santhakumar,-Oxford University


PAGE 5 MVJCE

LESSON PLAN

Subject: Advanced Concrete Technology

Subject Code: 06CV81 Hours/week:5

IA Marks: 25 Total Hours: 62

Period

No. Topics to be Covered

1 Chapter 1. Importance of Bogue’s compounds

2 Structure of a Hydrated Cement Paste

3 Volume of hydrated product,

4 Porosity of paste and concrete

5 Transition Zone,

6 Elastic Modulus

7 Factors affecting strength and elasticity of concrete,

8 Rheology of concrete in terms of Bingham’s parameter

9 Chapter 2. Chemical admixture, Mechanism of chemical admixture

10 Plasticizers and super Plasticizers and their effect on concrete property in fresh

and hardened state

11 Marsh cone test for optimum dosage of super plasticizer, retarder, accelerator

12 Air-entraining admixtures,

13 new generation super plasticizer

14 Fly ash, Silica fume, GCBS

15 Effect of these on concrete property in fresh state and hardened state

16 Chapter 3. MIX DESIGN, Introduction

17 Factors affecting mix design,

18 Design of concrete mix by BIS method using IS10262 and current American

(ACI)/ British (BS) methods.

19 Design of concrete mix by BIS method using IS10262 and current American

(ACI)/ British (BS) methods

20 Provisions in revised IS10262-2004




24 Chapter 4. DURABILITY OF CONCRETE- Introduction,

25 Permeability of concrete

26 Chemical attack,

27 Acid attack, efflorescence

28 Corrosion in concrete

29 Thermal conductivity, thermal diffusivity, specific heat.

30 Alkali Aggregate Reaction

31 IS456-2000 requirement for durability


PAGE 6 MVJCE

Period


32 PART B- Chapter 5. RMC concrete - manufacture

33 Transporting, placing, precautions

34 Methods of concreting- Pumping, under water concreting shotcrete

35 High volume fly ash concept,

36 Fly ash concept properties, typical mix

37 Self compacting concrete concept, materials, tests

38 Self compacting concrete properties, application and Typical mix

39 Chapter 6. Fiber reinforced concrete - Fibers types and properties,

40 Behavior of FRC in compression, tension including pre-cracking stage and

post-cracking stages,

41 Behavior of FRC in compression, tension including pre-cracking stage and

post-cracking stages

42 Behavior of FRC in behavior in flexure

43 Behavior of FRC in behavior in shear

44 Ferro cement - materials, techniques of manufacture

45 Ferro cement - techniques of manufacture

46 Ferro cement - techniques of manufacturpe

47 Ferro cement properties and application

48 Chapter 7 Light weight concrete-materials properties and types

49 Typical light weight concrete mix

50 High density concrete

51 High performance concrete-materials

52 High performance concrete properties and applications,

53 High performance concrete typical mix

54 Chapter 8 Test on Hardened concrete-Effect of end condition of specimen

55 Capping, H/D ratio, rate of loading, moisture condition.

56 Compression test

57 Tension test

58 Flexure test

59 Tests on composition of hardened concrete-cement content original w/c ratio.

60 Tests on composition of hardened concrete-cement content original w/c ratio.

61 NDT tests concepts-Rebound hammer, pulse velocity methods.

62 NDT tests concepts-Rebound hammer, pulse velocity methods.


PAGE 7 MVJCE

QUESTION BANK

UNIT – 1

1. Explain the Importance of Bogue’s compounds.

2. Explain the Structure of a Hydrated Cement Paste.

3. Explain the process of hydration of cement.

4. Define the terms transition Zone, Elastic Modulus.

5. What are the factors affecting strength and elasticity of concrete.

6. What is Rheology of concrete in terms of Bingham’s parameter?

UNIT – 2

CHEMICAL ADMIXTURES-

1. Define admixture and list the types of admixtures.

2. Define Plasticizers, super Plasticizers,, retarder, accelerator, Air-entraining admixtures,

new generation superplasticiser.

3. Explain mechanism of chemical admixture.

4. What are the effects of Plasticizers and super Plasticizers on concrete property in fresh and

hardened state.

5. Explain Marsh cone test and state its advantages.

MINERAL ADMIXTURE-

1. Define the term Fly ash, Silica fume, GCBS.

2. Explain the effects of Fly ash, Silica fume, GCBS on concrete property in fresh state and

hardened state.

UNIT – 3

1. Explain the concept of mix design.

2. Explain the factors affecting mix design.

UNIT – 4

1. What is permeability of concrete?

2. Explain Corrosion in concrete.

3. Define chemical attack, acid attack in concrete.

4. Define Thermal conductivity, thermal diffusivity, and specific heat. Alkali Aggregate

Reaction.

PART – B

UNIT – 5

1. What is RMC? Explain in detail the process of manufacturing.

2. What are the precautions to be taken while transporting RMC?

3. What are the various methods of concreting?

4. Write short notes on:

a. Pumping of concrete.

b. Under water concreting.

c. Shotcrete.

d. High volume fly ash.

e. Explain Self-compacting concrete, its properties.

f. List the applications of Self Compacting Concrete.


PAGE 8 MVJCE

UNIT – 6

1. What is Fiber reinforced concrete, various Fibers types?

2. List the properties of fiber reinforced concrete.

3. Explain the Behavior of FRC in compression, tension including pre-cracking stage and

post-cracking stages.

4. Explain the behavior of FRC in flexure and shear.

5. What is Ferro cement?

6. Explain the various techniques of manufacture of Ferrocement.

7. Explain the properties of Ferrocement.

8. Explain the various application of Ferrocement.

UNIT – 7

1. What is Light weight concrete.

2. What are the various materials used in Lightweight concrete.

3. Explain the properties of Lightweight concrete.

4. What are the various types of Lightweight concrete?

5. Explain typical lightweight concrete mix.


a. High density concrete.

b. High performance concrete.

7. List the properties and applications of High density concrete.

8. List the properties and applications of High performance concrete.

UNIT – 8

1. What are tests on Hardened concrete?

2. Explain the Compression, tension and flexure tests of Hardened concrete.

3. What are the NDT tests? Explain Rebound hammer, pulse velocity methods.

PROBLEMS:

1.Calculate the gel/space ratio and the theoretical strength of concrete made with 500gm. of

cement with 0.5 water/cement ratio, on full hydration and at 60 percent hydration.

2.The strength of a sample of fully matured concrete is found to be 400 kg/sq.cm. Find the

strength of identical concrete at 7 days when cured at an average temperature during day

time at 20 degree centigrade and night time at 10degree centigrade.

3.It is required to design a concrete mix for an airfield pavement. The pavement is to be

designed for a minimum compressive strength of 250 kg/cm² at 28 days. The laboratory

tests on the controlling mix show a standard deviation of 40 kg/cm². The specific gravity

of coarse aggregates is 2.68 and its dry rodded density is 1600kg/m³ and its maximum

size is 40mm. The specific gravity of fine aggregate (sand) is 2.64 and its finess modulus

is 2.8. A slump of 25mm is specified. Ordinary Portland cement will be used.

4. Design a high strength concrete mix for prestressed concrete to be used in the construction

of a cantilever beam for a Racecourse stand. The mix should satisfy the following

requirements:

Specified 28 days minimum strength=500kg/cm²

Degree of quality control-very good (k=2.33)

Degree of workability- very low

Type of cement-ordinary Portland

Type of coarse aggregate-20mm max. size crused granite.

Type of fine aggregate-Natural sand.


PAGE 9 MVJCE


PAGE 10 MVJCE

06CV82 - DESIGN AND DRAWING OF STEEL STRUCTURES


PAGE 11 MVJCE

SYLLABUS

Subject Code : 06CV82 IA Marks : 25

No. of Lecture Hours/Week : 02 (T) + 3(D) Exam Hours : 04

Total No. of Lecture Hours : 26 (T) + 39 (D) Exam Marks : 100

PART-A

(Drawings to be prepared for given structural details)

1. CONNECTIONS: Boiled and welded, beam-beam, Beam-column, seated, stiffened and

un-stiffened.

2. COLUMNS: Splices, Column-column of same and different sections, Lacing and

battens.

3. COLUMN BASES: Slab base and gusseted base. Grillage foundation

(13 T+18D)

PART-B

(Design & Drawing)

4. DESIGN AND DRAWING OF

i. Bolted and welded plate girder

ii. Roof Truss (Forces in the members to be given)

iii. Gantry girder

(13T+ 21D)

REFERENCE BOOKS:

1. Dr. Ramachandra, Design of Steel Structures.

2. Dayaratnam P - Design of Steel Structures.

3. Negi, Design of Steel Structures.

4. Arya and Ajamani, Design of Steel Structures.

5. Raghupathi - Design of Steel Structures.

6. IS:800 – 1984

7. SP 6 (1) – 1984 or Steel Tables

8. Design of Steel Structures – N. Subramanian

Scheme of Examination:

Question paper shall contain two questions in each part. Students should answer one question

from part A covering 30 marks and one question from part B covering 70 marks. (equal

weightage for design and drawing).


PAGE 12 MVJCE

LESSON PLAN

Subject: Design & Drawing of Steel Structures

Subject Code: 06CV82 IA Marks: 25

No. of Lecture Hours/Week : 02 (T) + 3(D) Exam Hours : 04

Total No. of Lecture Hours : 26 (T) + 39 (D)

Period

No. Topics to be covered

1 General introduction to various types of steel structures used in building

construction.

2 Design of apex joint of roof truss with welded joint.

3 Drawing of apex joint of roof truss.

4 Design of support joint of roof truss with bolted joint.

5 Drawing of support joint of roof truss.

6 Design of welded plate girder.

7 Drawing of welded plate girder.

8 Design of bolted plate girder.

9 Design of bolted plate girder.

10 Drawing of bolted plate girder.

11 Drawing of bolted and welded beam to beam and beam to column

connection for the given design details.

12 Drawing of bolted and welded stiffened and un-stiffened seated connection

for the given design details.

13 Drawing of column splice of same and different cross sections of the

connecting columns for the given design details.

14 Drawing of laced and batten column’s for the given design details.

15 Drawing of slab base and gusseted base for the given design details.

16 Drawing of grillage foundation

17 Design of gantry girder.

18 Drawing of gantry girder.


PAGE 13 MVJCE


PAGE 14 MVJCE


PAGE 15 MVJCE

06CV833 – PAVEMENT DESIGN


PAGE 16 MVJCE

SYLLABUS

Sub Code : 06CV833 IA Marks : 25

Hrs/Week; 04 Exam Hours 03

Total Hrs: 52 Exam Marks: 100

UNIT - 1

INTRODUCTION: Desirable characteristics of pavement, types and components, Difference

between Highway pavement and Air field pavement, Design strategies of variables – Functions

of sub-grade, sub base – Base course – surface course – comparison between Rigid and flexible

pavement 6 Hours

UNIT - 2

FUNDAMENTALS OF DESIGN OF PAVEMENTS: Design life – Traffic factors – climatic

factors – Road geometry – Subgrade strength and drainage,Stresses and deflections, Boussinesqs

theory – principle, Assumptions – Limitations and problems on above - Busmister theory – Two

layered analysis – Assumptions – problems on above 6 Hours

UNIT - 3

DESIGN FACTORS: Design wheel load – contact pressure – ESWL concept – Determination

of ESWL by equivalent deflection criteria – Stress criteria – EWL concept 6 Hours

UNIT - 4

FLEXIBLE PAVEMENT DESIGN: Assumptions – McLeod Method – Kansas method – Tri-

axial method - CBR method – IRC Method (old) - CSA Method using IRC 37-2001, problems

on above. 6 Hours

PART – B

UNIT - 5

STRESSES IN RIGID PAVEMENT: Principle – Factors - wheel load and its repetition –

properties of sub grade - properties of concrete. External conditions – joints – Reinforcement –

Analysis of stresses – Assumptions – Westergaard’s Analysis – Modified Westergaard equations

– Critical stresses – Wheel load stresses, Warping stress – Frictional stress – combined stresses

(using chart / equations) - problems on above. 6 Hours

UNIT - 6

DESIGN OF RIGID PAVEMENT: Design of C.C. Pavement by IRC: 38 – 2002 for dual and

Tendem axle load – Reinforcement in slabs – Requirements of joints – Types of joints –

Expansion joint – contraction joint – warping joint – construction joint – longitudinal joint,

Design of joints, Design of Dowel bars, Design of Tie bars – problems of the above

8 Hours

UNIT - 7

FLEXIBLE PAVEMENT FAILURES, MAINTENANCE AND EVALUATION:

Types of failures, causes, remedial/maintainance measures in flexible pavements – Functional

Evaluation by visual inspection and unevenness measurements - Structural Evaluation by

Benkelman Beam Deflection Method, Falling weight deflectometer, GPR Method. Design

factors for Runway Pavements - Design methods for Airfield pavements and problems on above.

7 Hours


PAGE 17 MVJCE

UNIT - 8

RIGID PAVEMENT FAILURES, MAINTENANCE AND EVALUATION:

Types of failures, causes, remedial/maintenance measures in rigid pavements – Functional

Evaluation by visual inspection and unevenness measurements. Design factors for Runway

Pavements – Design methods for Airfield pavements. 7 Hours

TEXT BOOKS:

1. Highway Engineering- Khanna & Justo

2. Principles & Practices of Highway Engineering- L R Kadiyalli &N B. Lal

3. Pavement Analysis & Design - Yang H. Huang- II edition.

4. Relavent IRC codes

REFERENCE BOOKS:

1. Principles of Pavement Design- Yoder and Witzack - 2nd edition, John Wileys and Sons

2. Principles of Pavement Design- Subha Rao


PAGE 18 MVJCE

LESSON PLAN

Subject: Pavement Design

Subject Code: 06CV833 Hours/week:5

IA Marks: 25 Total Hours: 62

Period


1. Chapter : 1 Desirable characteristics of pavement

2. Types and components of pavements

3. Difference between Highway pavement and Air field pavement

4. Design strategies of variables

5. Properties and Functions of sub-grade

6 Functions of sub base – Base Course – surface course

7 Comparison between Rigid and flexible pavement

8. Chapter : 2 : Design of pavements

9. Design life – Traffic factors – climatic factors – Road geometry

10. Subgrade strength and drainage, Stresses and deflections

11. Boussinesqs theory – principle, Assumptions, Limitations

12. Busmister theory – Two layered analysis – Assumptions

13. Problems

14. Problems

15 Problems

16. Chapter: 3 : Design wheel load

17. Contact pressure

18. ESWL concept

19. Determination of ESWL by equivalent deflection criteria

20. Stress criteria – EWL concept.

21. Problems

22. Problems

23. Chapter: 4 : Assumptions – McLeod Method , Kansas method

24. Tri-axial method

25. CBR method

26. IRC Method (old) , CSA Method using IRC 37-2001

27. Problems

28. Problems

29. Problems

30. Chapter: 5 : Principle – Factors , wheel load and its repetition

31. Properties of sub grade - properties of concrete, External conditions –

joints, Reinforcement

32. Analysis of stresses – Assumptions , Westergaard’s Analysis – Modified

Westergaard equations – Critical stresses


PAGE 19 MVJCE

Period


33. Wheel load stresses, Warping stress – Frictional stress – combined stresses

(using chart / equations)

34. Problems

35. Problems

36 Problems

37. Chapter: 6 : Design of C.C. Pavement by IRC: 38 – 2002 for dual and

Tendem axle load

38. Reinforcement in slabs

39. Types of joints – Expansion joint , contraction joint, warping joint,

construction joint – longitudinal joint

40. Design of joints

41. Design of Dowel bars

42. Design of Tie bars

43. Problems

44. Problems

45. Problems

46. Chapter: 7 Types of failures

47. Causes, remedial/maintenance measures in flexible pavements

48. Functional Evaluation by visual inspection and unevenness measurements

49. Structural Evaluation by Benkelman Beam Deflection Method

50. Falling weight deflectometer, GPR Method.

51. Design factors for Runway Pavements

52. Problems

53. Problems

54. Problems

55. Chapter: 8 Types of failures

56. Causes of failures in rigid pavement

57. Remedial / maintenance measures in rigid pavements

58. Functional Evaluation by visual inspection and unevenness measurements.

59. Design factors for Runway Pavements

60. Design methods for Airfield pavements

61. Problems

62. Problems


PAGE 20 MVJCE

QUESTION BANK

1.Explain the differences between flexible an rigid pavement.

2.What are the main differences between air field and highway pavements.

3.What are the factors too be considered while designing pavement.Explain briefly.

4.What do you mean by equivalent single wheel load.Explain?

5Calculate ESWL of dual wheel load assembly carrying 20440 N each for pavement thickness

of 150mm, 300mm and 450mmCenre to center tyre spacing is 270mm and between walls of

tyrres is 110mm

1. A dual wheel load assembly has a load of 50kN on each wheel.The clear distance

between the dual wheel load assembly is 200mm and spacing 410mm. Determine ESWL

at depths 600 and 800mm using simplified procedure.

2. In a dual wheel load assembly load on each wheel is 70kN with a conytact pressure of

0.75N/mm2 .

If center to center distance between wheels is 600mm. Determine ESWL

by graphical method for pavement thicknesses 1) 600mm 2) 800mm. Show details on

plain graph paper.

3. Calculate the repetations for 10year period equivalent to 22680 N wheel load if the

mixed traffic in both directions is 2000 vehicles / day with a road of 4 lanes.The details

of distribution of different wheel loads of commercial vehicles are as given below.

Wheel load in

Newtons

Percentage in total traffic

22680 30.0

27220 15.0

31750 10.0

36290 12.0

40820 8.0

45360 6.0

4. Explain elastic single layer theory. What are the assumptions made ion elastic single

layer theory.

5. Determine thickness of pavement by single layer elastic theory so as to limit vertical

stress on subgrade to 0.07N/mm2 due to a) wheel load of 60kN and contact pressure of

0.6 N/mm2 . b) wheel load of 6000N contact pressure of 3N/mm

2 .

6. Explain Burmister’s two layer theory and what are the assumptions.

7. A dual wheel, load assembly has 50kN load on each wheel with a contact pressure of 0.7

N/mm2 . The clear gap between dual wheels is of 0.7N/ mm . The clear gap between

dual wheels is 250mm. Determine the deflection values at 5 points in transverse

direction and estimate maximum deflection values due to wheel load at a depth of

480mm. Assume elastic modulus of pavement layer as 7.5N/mm2 .

8. The plate load test was conducted on a soaked subgrde soill during monsoon season

using rigid plate of dia 300mm. The load value corresponding to mean settlement are

given below. Determine modulus of subgrade reaction for a settlement plate.

Mean

settlement

mm

0.0 0.24 0.52 0.76 1.02 1.21 1.47 1.73

Load

values N

0.0 4600 9000 11800 13600 15000 16700 17400


PAGE 21 MVJCE

9. Plate bearing test were conducted with 300mm dia plte on soil subgrade and over

150mm thick base course. The pressure yielded at 5mm deflection are 0.125 N/mm2

respectively. Design the pavement section for 41000 N wheel load with a pressure of

0.5N/mm2 using Burmister’s approach for allowable deflection of 5mm.

10. A plate bearing using 750mm dia rigid plate was made on sub-grade as well as 250mm

gravel base course. The unit load required for settlement of 5.08mm was 0.07N/mm2 and

0.28N/mm2. Determine the thickness of the base course to sustain 222400 N tyre load

and 0.7N/mm2 pressure and maximum deflection of 5.08mm.

11. The CBR of subgrade soil is 3.5% . Present traffic consists of 600 commercial vehicles

per day with an anticipated growth rate of 6% per year. Design a flexible pavement to be

constructed after 2 years consisting of moorum sub base with CBR of 9%, granular

subbase of CBR 80% and bituminous surfacing.

12. CBR value of sub-grade soil is 5%. Calculate total thickness of pavement using I )

Design curve developed by California State Highway Deptii)Design chart by IRCiii)

Design formula by US corp of engineer. Asssume 51kN wheel load on heavy traffic of

1000 commercial vehicles per day. Tyre pressure 0.6N/mm2

.

13. Design the pavement section by triaxial method using following data. Wheel load =

41000 N, Radius of contact area = 150mm, traffic coeffient = 1.5, rainfall coeffient= 0.9,

Design deflection = 2.5mm E value of the subgrade = 10N/mm2

E value of base course

material = 40N/mm2

, E value of 7.5cm bituminous concrete surface surface course =

100N/mm2

14. Design a highway pavement for a wheel load of 41000 N with a tyre pressure of 00.5 N/

mm2. The plate bearing test carried out on subgrade soil using 30cm dia plate yielded a

pressure of 0.25N/mm2.after 10 repetitions of loads at 5mm deflection.

15. A plate bearing test using 30cm dia plate carried out on a subgrade yield at a pressure of

0.3N/mm2. After 10 load repetitions at 0.5 cm deflection. Design a highway pavement of

51kN with a tyre pressure of 0.6N/mm2.

16. Calculate the radius of relative stiffness and radius of resisting section from the

following data.slab thiockness 220mm, E= 0.31N/mm2 µ= 0.15, a = 160mm k =

0.6N/mm2

17.

Calculate warping stresses for cement concrete pavement of thickness 30cm with

length of the slab 4.5m spacing. The width of the slab is 3.5m. Assume e= 8x10 / c.E=

0.31xpa, K = 0.02N/mm2, temparature differential 0.

90c/cm


PAGE 22 MVJCE


PAGE 23 MVJCE


PAGE 24 MVJCE


PAGE 25 MVJCE

06CV843 - URBAN TRANSPORTATION PLANNING


PAGE 26 MVJCE

SYLLABUS

Sub Code : 06CV843 IA Marks : 25

Hrs/Week : 04 Exam Hours : 03

Total Hrs. : 52 Exam Marks : 100

UNIT - 1

INTRODUCTION: Scope of Urban transport planning – Inter dependency of land use and

traffic – System Approach to urban planning. 6 Hours

UNIT - 2

STAGES IN URBAN TRANSPORT PLANNING: Trip generation – Trip production - Trip

distribution – Modal split – Trip assignment. 6 Hours

UNIT - 3

URBAN TRANSPORT SURVEY - Definition of study area-Zoning-Types of Surveys –

Inventory of transportation facilities – Expansion of data from sample. 8 Hours

UNIT - 4

TRIP GENERATION: Trip purpose – Factors governing trip generation and attraction –

Category analysis – Problems on above 5 Hours

PART - B

UNIT - 5

TRIP DISTRIBUTION: Methods – Growth factors methods – Synthetic methods – Fractor and

Furness method and problems on the above. 5 Hours

UNIT - 6

MODAL SPLIT: Factors affecting – characteristics of split – Model split in urban transport

planning – problems on above 6 Hours

UNIT - 7

TRIP ASSIGNMENT: Assignment Techniques – Traffic fore casting – Land use transport

models – Lowry Model – Garin Lowry model – Applications in India – (No problems on the

above) 8 Hours

UNIT - 8

URBAN TRANSPORT PLANNING FOR SMALL AND MEDIUM CITIES: Introduction –

Difficulties in transport planning – Recent Case Studies 8 Hours

TEXT BOOKS:

1. Traffic Engineering and Transport Planning- L.R. Kadiyali - Khanna Publishers.

2. Principles of urban transport system planning - B.G. Hutchinson - Scripta Book Co.,

Washington D.C. & McGraw Hill Book Co.

3. Introduction to transportation engineering- Jotin Kristey and Kentlal - PHI, New Delhi.

REFERENCE BOOKS:

1. Urban Transport planning- Black John - Croom Helm ltd, London.

2. Urban and Regional models in geography and planning- Hutchison B G - John Wiley and

sons London.

3. Entropy in urban and regional modeling- Wilson A G - Pion ltd, London.


PAGE 27 MVJCE

LESSON PLAN

Hour

No. Topic to be covered

INTRODUCTION

1 Introduction to Urban transport Planning

2 Scope of Urban Transportation Planning

3 Inter dependency of land use and traffic

4 System approach to Urban Transport Planning

5 System approach to Urban Transport Planning contd.



STAGES IN URBAN TRANSPORT PLANNING

8 Introduction to Stages In Urban Transport Planning

9 Trip generation

10 Trip production

11 Trip distribution

12 Trip distribution

13 Model split

14 Trip assignment

URBAN TRANSPORT SURVEY

15 Introduction to Urban Transport Survey

16 Definition of study area, factors effecting selection of Cordon line.

17 Zoning, factors effecting zoning

18 Types of surveys: Home interview surveys, Commercial vehicle survey

19 Types of surveys: Taxi survey, Road – side interview survey, Post card

questionnaire survey

20 Types of surveys: Taxi survey, Road – side interview survey, Post card

questionnaire survey

21 Types of surveys: Registration survey, tag survey, Public Transport survey

22 Types of surveys: Registration survey, tag survey, Public Transport survey

23 Inventory of transport facilities

24 Expansion of data from sample.

TRIP GENERATION

25 Trip purpose

26 Factors governing trip generation and attraction

27 Multiple Linear regression analysis

28 Category analysis

29 Problems on above

30 Problems on above


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Hour

No. Topic to be covered

TRIP DISTRIBUTION

31 Methods to Trip distribution

32 Growth factor methods

33 Synthetic methods

34 Fratar Method and Furness method

35 Problems

36 Problems

MODEL SPLIT

37 Factors affecting model split

38 Characteristic of split

39 Model split in Urban Transport Planning

40 Model split in Urban Transport Planning

41 Problem

TRIP ASSIGNMENT

42 Assignment techniques

43 Traffic forecasting

44 Land use transport models

45 Lowry model

46 Lowry model

47 Garin Lowry model

48 Garin Lowry model

49 application in India.( no problems )

URBAN TRANSPORT PLANNING FOR SMALL AND MEDIUM CITIES

50 Introduction

51 Difficulties in Transport planning

52 Recent studies


PAGE 29 MVJCE

QUESTION BANK

INTRODUCTION

1. Adopt system approach of UTP in order to develop a workable solution to reduce

congestion at ‘Hope form’ junction, whitefield, bangalore-560067.

2. Write a report on the effect of construction of the Peripheral ring road in Bangalore on

Land-use and demographic patterns in the city.

3. With the help of flow chart briefly explain the ‘system approach’ to Urban Transport

System.

4. With the help of flow chart briefly explain the ‘rational approach’ to Urban Transport

System

5. With the help of flow chart briefly explain the ‘planning process’ to Urban Transport

System

6. Explain the interdependence of land use and traffic.

7. What is land use - traffic cycle.

STAGES IN URBAN TRANSPORT PLANNING

1. Explain how the various stages planned in the transportation process.

2. Indicate the importance of trip generation, trip attraction, trip distribution and model split

process with their definitions.

3. Explain briefly the following stages in Urban Transport planning

a. Definition of transport goals and objective.

b. Identification of needs

c. Generation of alternative plans

d. Evaluation of alternative plans

e. Selection and implementation of alternative plan.

f. The continuing process

4. Explain how the different alternatives are evaluated for

a. Financial feasibility

b. Economic impact

c. Technicality

d. Land use and demographic impact analysis.

e. Environmental impact analysis

URBAN TRANSPORT SURVEY

1. List and explain various stages of Urban Transport Survey.

2. Define Study area? Define ‘External Cordon Line’. What are the factors considered for

fixing the external cordon line?

3. Explain Zoning. What are internal zones, external zones and Central Business District

(CBD).

4. Define ‘zone’. Mention the factors to be considered while dividing Study area in Zones.

5. List the various surveys that are carried out in transport planning process? Explain each

of them.

6. Indicate the various inventories of transport facility. State how the data from sample is

expanded.

7. Explain how ‘Sequential Demand Analysis’ forecasts the Traffic data.

8. Indicate the various inventories of transport facility. State how the data from sample is

expanded.


a. Inventory of transport facilities.

b. Inventory of land use and economic activities.


PAGE 30 MVJCE

TRIP GENERATION

1. Define the terms: trip, home based trip, non-home based trip, trip end, trip purpose,

2. Define Trip Generation? Discuss briefly the various factors that govern trip generation.

3. Classify the Category analysis stating the assumptions, advantages and disadvantages.

4. Clearly indicate the various advantages and disadvantages of category analysis

technique.

5. Write short notes on

a. Criteria for evaluation of regression equation.

b. Assumptions made in multiple linear regression analysis.

6. What is Multiple Linear Analysis? What are its assumptions and disadvantages?

TRIP DISTRIBUTION

1. Define ‘ Trip Distribution’.

2. List the methods available for trip distribution estimation for future.

3. Explain Uniform factor method of trip distribution.

4. Explain Fratar method of predicting future interzonal movements by successive

approximations.

MODEL SPLIT

1. List and briefly explain the various factors affecting modal split.

2. Explain briefly the various developments in modal split analysis.

TRIP ASSIGNMENT

1. Define ‘Trip Assignment’ Explain the various applications of trip assignment.

2. State the purpose for trip assignment.

3. Explain methods of assignment techniques.

4. Briefly bring out the improvements suggested in the Garin-Lowry model

5. Explain clearly the Lowery model and state whether it can be applied to Indian

condition. Why?

6. sketch the minimum path tree method commonly employed in assignment studies.

URBAN TRANSPORT PLANNING FOR SMALL AND MEDIUM CITIES

1. What are the factors that govern the planning process for small and medium cities? How

those factors are taken care?

2. State the methods in planning medium sized cities.

Write short notes

1. Grain-Lowry model

2. Diversion curves

3. all – or – nothing assignment

4. Uniform factor method

5. Difficulties in transport planning


PAGE 31 MVJCE

PROBLEMS

TRIP GENERATION

1. Establish the relationship between house hold size and car ownership for the data.

Howse hold (in lakhs) 5 8 12 18 25

Car ownership (in 1000’s) 26 34 42 61 74

TRIP DISTRIBUTION 1. Obtain the future trip table by

a. Uniform Growth Factor

b. Average growth factor

O

D 1 2 3 4 GF

1 40 40 40 30 Fi1

2 20 20 30 20 Fi2

3 40 30 50 60 Fi3

4 20 10 30 20 Fi4

GF Fj1 Fj2 Fj3 Fj4

2. The growth factors can be obtained from the matrix given below.

Zones 1 2 3 4

Trips produced Present 150 90 180 80

Future 300 170 270 240

Trips attracted Present 120 100 150 130

Future 180 300 300 200

3. The total trips produced in and attracted to the three zones A,B,C of a survey area in the

design year are tabulated as:

Zone Trips produced Trips attracted

A 2000 3000

B 3000 4000

C 4000 2000

It is known that the trips between two zones are inversely proportional to the second power

of the travel time between zones, which is uniformly 20 minutes. If the trip interchange

between zones B and C is known to be 600, calculate the trip interchange between A and

b, A and C, Band A, C and B.

TRIP ASSIGNMENT

4. In order to relieve congestion on an urban street network a motorway is prodused to be

constructed. The travel time from one zone centroid to another via the proposed

motorway is estimated to be 10 minutes whereas the time for the same travel via the

existing streets is 18minutes. The flow between the two zone centroids is 1000 vehicles

per hour. Assign the flow between the new motorway and existing streets.

MODEL SPLIT

5. Determine the best mode using the data, when the weightages for cost, invehicle travel

time (IVTT) and out of vehicle travel time (OVTT) are –1, -4 and –2.

Rail Truck

Cost 4 Rs/ ton 5 Rs / ton

IVTT 2.5 days 2 days

OVTT 1 day 0.3 day


PAGE 32 MVJCE

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