My Account Log in

1 option

Bridge engineering / by S Ponnuswamy.

McGraw-Hill's AccessEngineering Available online

View online
Format:
Book
Author/Creator:
Ponnuswamy, S., author.
Language:
English
Subjects (All):
Bridges--Design and construction.
Bridges.
Physical Description:
1 online resource (xxx, 747 pages) : illustrations, figs., tables.
Edition:
2nd ed.
Place of Publication:
New York, N.Y. : McGraw-Hill Education LLC., c2008.
Contents:
Foreword
D. Preface to the second edition
E. Preface to the first edition
References
F. Acknowledgements
G. Copyright permissions
H. Author's profile
1. Introduction
Definition
History of development of bridges 2,3
Classification of bridges
Planning for a bridge
Different stages of planning 5,6
Preliminary/conceptual design
Detailed design
Summary
Annexure 1.1
Annexure 1.2
2. Investigation for bridges and culverts
Investigation for culverts and minor bridges
Topographic details
Catchments area map
Hydrologic particulars
Geo-technical details
Seismology of the area
Navigational requirements
Construction resources
Particulars of nearest bridges
Traffic forecast
Report and drawing
3. Investigations for important bridges
Factors for choice of ideal site
Techno-economic feasibility (or preliminary) study
Project report stage
Drawings to accompany the project report
Project report
Annexure 3.1
4. Design flood discharge for bridges
Introduction
Contribution factors
Methods of determination of design flood
Unit hydrograph method
Choice of method
Foundation design discharge
Annexure 4.1
Annexure 4.2
Annexure 4.3
Annexure 4.4
5. Linear waterway of bridges
General
Scour and depth of flow
Afflux
Calculation of waterway
6. Choice of foundation for piers and abutments
Types of bridge foundations
Cost ratio
Clearance
Choice of foundation
Open foundation
Pile foundation
Well foundation
Block foundations
7. Types of bridges and loading standards
Classification of culverts and bridges
Components of bridge structures
Need for loading standards
Loading requirements
Railway loading standards
Road bridge loadings
Some comments
Annexure 7.1 (a)
Annexure 7.1 (b)
Annexure 7.2
Annexure 7.3 (a)
Annexure 7.3 (b)
Annexure 7.3 (c)
8. Setting out for piers and abutments
Aim
Setting out for minor bridges and culverts
Setting out single span bridge
Setting out multispan bridge
Setting out for major/important bridges
Annexure 8.1
9. Open foundation
Open or shallow foundations
Open excavation in dry condition
Foundation below subsoil water
Baling out water
Cofferdams for deeper foundations
Floating caisson process
Structural forms
Design consideration?individual footing
Design procedure and example
Raft foundation
10. Pile foundations
Spacing of piles
Material for construction
Soil friction factors
Precast driven piles
Design of pile foundation
Load tests
Strength of group piles
Lateral resistance of piles
Factor of safety
Construction.
Driven piles versus cast-in-situ piles
Large diameter bored cast-in-situ piles
Construction of bored piles
Structural design of pile foundation
Annexure 10.1
Annexure 10.2
Annexure 10.3
Annexure 10.4
Annexure 10.5
Annexure 10.6
11. Well foundation
Types of wells
Caissons
Design of wells
Sinking effort
Material for steining
Design of curb and cutting edge
Construction
Sinking of wells
Some problems of open sinking
Use of divers for sinking
Pneumatic sinking
Working of pneumatic equipment
Rate of sinking
Bottom plug
Sand filling
Top plug and well cap
Annexure 11.1
Annexure 11.2
Annexure 11.3
12. Well foundations?case studies
Design for a railway bridge
Construction problems
Formation of island in very deep channel: road-cum-river bridge across river godavari at4 rajahmundry
Sinking through rock using divers
Case studies on 'tilting' corrections
Combined foundations
13. Piers and abutments
Function
Aesthetics
Materials of construction
Piers and abutments
Wing walls
Annexure 13.1
14. Superstructure?design aspects
Historical development
Types of bridges
Choice of materials
Design principles
Design procedure for bridge superstructure
Composite construction
Box girders
Continuous span girders
Annexure 14.1
Annexure 14.2 (a)
Annexure 14.2 (b)
Annexure 14.2 (c)
Annexure 14.2 (d)
Annexure 14.3
Annexure 14.4
Annexure 14.5
Annexure 14.6
Annexure 14.7
Annexure 14.8
15. Superstructure?construction
Dependent factors
Arch and slab bridges
Steel girder bridges
Site erection methods
Suspension bridges
Cable stayed bridges9
Bearings
Case studies
Annexure 15.1
Annexure 15.2
Annexure 15.3.
16. Inspection of bridges
Necessity for inspection of bridges
Inspection procedures in various countries
Procedure for inspection
Aspects of inspection
Testing of bridges
Criteria for assessment of safe load capacity
Aids for bridge inspection and maintenance
Annexure 16.1 (a)
Annexure 16.1 (b)
Annexure 16.2
Annexure 16.3
17. Maintenance of bridges?substructure
Foundation
Substructure
Repairs to leaning masonry
Maintenance of arch superstructure
Repairs to the concrete substructure
18. Maintenance of superstructure?girders
Steel
Oiling and greasing of bearings
Cracks in steel work
Buckling and bending in members
Loss of camber
Repairs to steel structures
Concrete girders
Annexure 18.1
19. Rebuilding of bridges
Why rebuild bridges
Replacement
Rebuilding of pier tops
Replacement of girders (regirdering)
Preliminary work
Modus operandi of various methods
Girder renewal with cranes
Renewal of girders with gantries
Enveloping method
Floatation method
Rebuilding over diversion
Construction without temporary arrangements
20. Construction management
Planning requirements
Stages of execution
Planning and control techniques
Repairs and rebuilding bridges
Monitoring and updating
Annexure 20.1
21. Grade separators
Planning
Layouts for interchanges
Detailed scheme preparation
Design of the structure
Annexure 21.1
22. River training and protection works
Protection works for bridges with reduced waterway
Design of guide bund?a review
Armouring of side slopes of guide bunds
Apron protection
23. Abbreviations, notations and bibliography
Abbreviations
Notations
Additional references
A. Appendix a: design flood estimation by frequency metho
Applicability of frequency method of flood estimation
Frequency/probability methods
B. Appendix b: design flood by unit hydrograph method?field application
Derivation of unit hydrograph
Trial and error method
Synthetic unit hydrograph (suh)
Design flood calculations using uh
An example for application of uh
C. Appendix c: calculations for load distribution for concrete girders
Design problem and data
Section properties
Courban's method
Morice?little method
D. Appendix d: illustration of a box girder design
Statement of problem
Longitudinal analysis
Transverse analysis
Other designs
E. Appendix e: miscellaneous data and tables for design
Unit weights of materials for computation of dead loads
Important load combinations and permissible stresses percentage
Areas of bars
Some conversion factors.
Notes:
Includes bibliographical references and indexes.
Description based on cover image and table of contents, viewed on Oct. 24, 2014.
ISBN:
9780071331647
9780070656956
0070656959
Access Restriction:
Restricted for use by site license.

The Penn Libraries is committed to describing library materials using current, accurate, and responsible language. If you discover outdated or inaccurate language, please fill out this feedback form to report it and suggest alternative language.

Find

Home Release notes

My Account

Shelf Request an item Bookmarks Fines and fees Settings

Guides

Using the Find catalog Using Articles+ Using your account