Transportation Engineering (Record no. 39266)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 09184nam a22001697a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 9788173719240 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 629.04 KUM-T |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Kumar, R Srinivaso |
| 245 ## - TITLE STATEMENT | |
| Title | Transportation Engineering |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Telangana |
| Name of publisher, distributor, etc | University Press |
| Date of publication, distribution, etc | 2017 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 335p. |
| 500 ## - GENERAL NOTE | |
| General note | Preface <br/>Acknowledgements<br/><br/>1 Introduction to Railway Engineering <br/>1.1 Introduction<br/>1.2 Classification of Routes<br/><br/>2 Components of a Permanent Way <br/>2.1 Introduction<br/>2.2 Rails<br/>2.2.1 Function of Rails<br/>2.2.2 Types of Rails<br/>2.2.3 Brand Mark on Rails<br/>2.3 Coning of Wheels<br/>2.4 Creep of Rails<br/>2.4.1 Effects of Creep<br/>2.4.2 Theories Related to Creep<br/>2.4.3 Measurement of Creep<br/>2.4.4 Correction of Creep<br/>2.4.5 Measures to Reduce Creep <br/>2.5 Rail Joints<br/>2.6 Wear of Rails on Curves<br/>2.7 Cutting of Rails on Curves<br/>2.8 Bending of Rails on Curves<br/>2.9 Welding of Rails <br/>2.10 Sleepers<br/>2.10.1 Functions of Sleepers<br/>2.10.2 Types of Sleepers<br/>2.10.3 Sleeper Density<br/>2.10.4 Aging of Sleepers<br/>2.11 Rail Fastenings<br/>2.12 Ballast<br/>2.12.1 Types of Ballast<br/>2.12.2 Geometric Parameters of Ballast<br/>2.13 Formation<br/><br/>3 Geometric Design of a Railway Track <br/>3.1 Introduction<br/>3.2 Gradients<br/>3.3 Compensation of Grade on Horizontal Curves<br/>3.4 Horizontal Curves<br/>3.4.1 Extra Clearance on Curves for High Speed Routes<br/>3.4.2 Cant and Related Terminology<br/>3.4.3 Determination of Cant or Superelevation<br/>3.4.4 Transition Curve<br/>3.4.5 Safe Speed on Horizontal Railway Curves<br/>3.4.6 Length of a Transition Curve<br/>3.4.7 Elements of a Transition Curve<br/>3.4.8 Length of Transition Connecting Two Circular Curves of a Compound Curve<br/>3.4.9 Length of Transition Connecting Two Circular Curves of a Reverse Curve<br/>3.5 Vertical Curves<br/>3.5.1 Types of Vertical Curves<br/><br/>4 Points and Crossings of Railway Tracks <br/>4.1 Points and Crossing (Turnouts)<br/>4.2 Terminology<br/>4.3 Essential Requirements of a Good Crossing<br/>4.4 Types of Crossings<br/>4.5 Design of Turnout Components<br/><br/>5 Signalling and Interlocking of Railway Tracks <br/>5.1 Introduction to Signalling<br/>5.2 Objectives of Signalling<br/>5.3 Classification of Signals<br/>5.4 Classification of Stations<br/>5.5 Quadrant Aspect of a Semaphore Signal<br/>5.5.1 Two Aspect Signalling (TAS)<br/>5.5.2 Multiple Aspect Signalling (MAS)<br/>5.6 Signalling Systems<br/>5.6.1 Mechanical Signalling System<br/>5.6.2 Electrical Signalling System<br/>5.7 System for Controlling Train Movement<br/>5.8 Interlocking<br/>5.8.1 Fundamental Principles of Interlocking<br/>5.8.2 Types of Interlocking<br/>5.9 Modern Signalling Installations<br/><br/>6 Introduction to Airport Planning and Design <br/>6.1 Introduction<br/>6.2 The International Civil Aviation Organization (ICAO)<br/>6.3 The Federal Aviation Administration (FAA)<br/>6.4 Civil Aviation Safety Administration (CASA)<br/>6.5 Airports Authority of India (AAI)<br/>6.6 Airport Master Plan<br/>6.7 Airport Site Selection<br/>6.7.1 Concept of Zoning Laws<br/>6.8 Terminology<br/>6.9 Aircraft Characteristics Affecting Design of Airport<br/>6.9.1 Size of Airplane/Aircraft<br/>6.9.2 Length of Aircraft<br/>6.9.3 Wing Span<br/>6.9.4 Wheel Base<br/>6.9.5 Gear Tread or Wheel Track or Landing Wheel Track or Landing Wheel Gear<br/>6.9.6 Landing Gear Tread<br/>6.9.7 Minimum Turning Radius<br/>6.9.8 Weight of Aircraft or Maximum Structural Take-off Weight (MSTOW)<br/>6.9.9 Combined Effect of Aircraft Movement<br/>6.9.10 Landing Gear Tread versus Gross Weight<br/>6.9.11 Ground Speed or Cruising Speed<br/>6.9.12 Air Speed<br/>6.9.13 Jet Blast<br/>6.9.14 Surface Friction of Runway<br/>6.9.15 Summary<br/><br/>7 Classification of Airports <br/>7.1 Airports Categorisation<br/>7.2 Categorisation of Airports by FAA<br/>7.3 Airport Classification Based on Operational Characteristics<br/>7.3.1 Classification of Airports by FAA<br/>7.3.2 Classification of Aerodromes by ICAO<br/>7.4 Concluding Remarks<br/><br/>8 Orientation of Runways <br/>8.1 Introduction<br/>8.1.1 Atmospheric Conditions Affecting Planning and Orientation of Runways<br/>8.2 Configurations of Runways<br/>8.2.1 Designation of Runways<br/>8.3 Wind Rose Diagrams<br/><br/>9 Design of Runway Length <br/>9.1 Introduction<br/>9.2 Estimation of Design Runway Length by FAA (AC / 5-4B, 5)<br/>9.3 Estimation of Design Runway Length by ICAO (Part 1, Doc 7, AN/ , 6)<br/><br/>10 Geometric Components of the Runway and Taxiway System <br/>10.1 Basic Components of a Runway<br/>10.2 Declared Distances Associated with a Runway (ICAO 6; CASA 2)<br/>10.3 Geometric Parameters of Runway and Taxiway<br/>10.3.1 Runway<br/>10.3.2 Taxiway<br/>10.4 Instrument Landing System (ILS)<br/><br/>11 Airport Visual Aids <br/>11.1 Introduction<br/>11.2 Runway Markings<br/>11.3 Taxiway Markings<br/>11.4 Airport Signs<br/>11.5 Approach Lighting System (ALS)<br/>11.6 Other Lighting Systems<br/>12 Airport Terminal Area and Air Traffic Control System<br/>12.1 Terminal Area<br/>12.2 Components of a Terminal Building<br/>12.3 Air Traffic Control (ATC)<br/><br/>13 Design of Runway Pavements <br/>13.1 Introduction<br/>13.2 Structural Functions of Pavements<br/>13.3 Types of Pavements<br/>13.3.1 Flexible Pavements<br/>13.3.2 Rigid Pavements<br/>13.3.3 Composite Pavements<br/>13.4 Design Factors<br/>13.4.1 Distribution of Aircraft Load on to the Pavement<br/>13.4.2 Equivalent Single Wheel Load (ESWL)<br/>13.4.3 Sub-grade Strength<br/>13.4.4 Pavement Material Characteristics<br/>13.4.5 Other Factors<br/>13.5 Overview on Airport Pavement Design Methods<br/>13.6 Design Methods for Flexible Pavements<br/>13.6.1 Unified Facilities Criteria (UFC) System or US Army Corps Methods (UFC, 1)<br/>13.6.2 FAA Design Method (FAA AC / 0-6E on Airfield Pavement Design and Evaluation)<br/>13.7 Design Methods for Rigid Pavements<br/>13.7.1 Unified Facilities Criteria (UFC) System Based on Westergaard’s Stress Model (UFC 1)<br/>13.7.2 Portland Cement Association (PCA) Method<br/>13.7.3 Federal Aviation Administration (FAA) Method<br/><br/>14 ACN—PCN System of Rating Aerodrome Pavements <br/>14.1 Introduction (ICAO 9)<br/>14.2 Overview on Mathematical Models<br/>14.3 Determination of ACN of an Aircraft<br/>14.4 Uses of ACN—PCN Aerodrome Rating System<br/>14.5 Overloading Operations<br/><br/>15 Airport Pavement Drainage Systems <br/>15.1 Introduction<br/>15.1.1 Influence of Moisture Fluctuations during Different Seasons<br/>15.1.2 Frost Action<br/>15.2 Drainage Considerations<br/>15.3 Design Details of Surface Drainage System<br/>15.3.1 Estimation of Design Run-off<br/>15.3.2 Hydraulic Design<br/>15.3.3 Types of Curb Channels and Gutter Channels<br/>15.3.4 Design of Curb Channel or Gutter Channel<br/>15.4 Design of Sub-surface Drainage System<br/>15.4.1 Sources of Sub-surface Water<br/>15.4.2 Estimation of Quantity of Sub-surface Water to be Drained-off<br/>15.4.3 Estimation of Quantity of Sub-surface Water due to Infiltration (Qi)<br/>15.4.4 Determination of Coefficient of Permeability<br/>15.4.5 General Design Criteria on Drainage Layer<br/>15.4.6 Edge Drain or Longitudinal Collector Drain or Draw Down Drain<br/>15.4.7 Perforation Criteria of a Longitudinal Drain Pipe<br/><br/>16 Failures and Evaluation of Airport Pavements <br/>16.1 Introdution<br/>16.2 Airfield Pavement Failures<br/>16.2.1 Categorisation of Distresses in Asphalt Concrete Pavement<br/>16.2.2 Categorisation of Distresses in Cement Concrete Pavement<br/>16.2.3 Identification, Causes and Measurement of Distresses<br/>16.3 Technical Evaluation and Strengthening of Airfield Pavements<br/>16.4 Structural Evaluation of Runway Pavements<br/>16.4.1 Structural Evaluation of Runway/Taxiway Pavement by Testing with Heavy Weight Deflectometer (HWD)<br/>16.5 Runway Pavement Condition Surveys<br/>16.5.1 Concept of Pavement Condition Index (PCI)<br/>16.6 Measurement of IRI Based on Quarter Car Model<br/>16.7 Introduction to Ground Penetrating Radar (GPR)<br/>16.8 Frictional Evaluation of Runway Pavement Surface<br/>16.8.1 Introduction to Pavement Surface Friction<br/>16.8.2 Friction Indices<br/>16.8.3 Types of friction<br/>16.8.4 Skid Resistance/Friction Measurement Methods<br/>16.9 Runway Surface Friction Models<br/>16.9.1 Rad´o IFI Model<br/>16.9.2 Canadian Runway Friction Index (CRFI)<br/>16.9.3 International Runway Friction Index (IRFI)<br/><br/>17 Maintenance of Airport Pavements <br/>17.1 Introduction<br/>17.2 Maintenance and Rehabilitation of Airfield Pavements<br/>17.2.1 Interpretation of a Condition Rating<br/>17.2.2 Structural Overlay with Reference to HWD Test Results<br/>17.2.3 Surface Texturing Practices to Improve Skid Resistance<br/>17.3 Maintenance and Rehabilitation Alternatives for Flexible Pavements<br/>17.4 Maintenance and Rehabilitation Alternatives for Rigid Pavements<br/><br/>18 Planning and Layout of Docks and Harbours <br/>18.1 Introduction<br/>18.2 Harbours<br/>18.2.1 Harbour planning principles<br/>18.2.2 Terminology<br/>18.2.3 Layout of a harbour<br/>18.2.4 Classification of harbours<br/>18.3 Ports<br/>18.3.1 Requirements of a Good Port<br/>18.3.2 Classification of Ports<br/>18.3.3 Port Terminals<br/>18.4 Docks<br/>18.4.1 Classification of Docks<br/>18.5 Transit Sheds and Warehouses<br/><br/>19 Construction and Maintenance of Docks and Harbours <br/>19.1 Introduction<br/>19.2 Construction of Quay Walls<br/>19.3 Construction of Breakwaters<br/>19.4 Tides and the Tidal Data Analysis<br/>19.4.1 Types of Tides<br/>19.4.2 Tidal Theories<br/>19.4.3 Tidal Data Analysis<br/>19.4.4 Applications of Tidal Data Analysis<br/>19.5 Dredging<br/>19.6 Maintenance of Ports and Harbours<br/>19.7 Navigational Aids<br/>19.7.1 Short Range Navigational Aids<br/>19.7.2 Long Range Navigational Aids<br/><br/>Index<br/>Appendix |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name as entry element | Other branches of engineering |
| 901 ## - LOCAL DATA ELEMENT A, LDA (RLIN) | |
| Acc. No. | 26368 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Books |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Home library | Current library | Shelving location | Date acquired | Source of acquisition | Cost, normal purchase price | Inventory number | Total Checkouts | Full call number | Barcode | Date last seen | Uniform Resource Identifier | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Not For Loan | Reference | Amity Central Library | Amity Central Library | ASET Civil | 04/02/2018 | SBA | 825.00 | SBA / 12050 22/12/2017 | 629.04 KUM-T | 26368 | 04/02/2018 | https://epgp.inflibnet.ac.in/UploadedContent.php | 04/02/2018 | Reference Book |