Integral Abutment Bridge Design 的几篇文献
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Integral Abutment Bridge Design Guidelines（92 Pages）
TABLE OF CONTENTS
Table of Contents...........................................................................................................................................vii
Introduction.....................................................................................................................................................xi
SECTION 1 Introduction to Integral Abutment Bridges...............................................................................1-1
1.1 Integral Abutment Bridge................................................................................................................1-1
1.2 Difference from Conventional Bridges............................................................................................1-1
1.3 Document Precedence.....................................................................................................................1-1
1.4 Definitions......................................................................................................................................1-1
1.5 Notation..........................................................................................................................................1-3
SECTION 2 General Design and Location Features.....................................................................................2-1
2.1 First Choice.....................................................................................................................................2-1
2.2 Structure Geometrical Criteria.........................................................................................................2-1
2.2.1 Criteria for the Simplified Design Method.............................................................................2-1
2.2.2 Detailed Design for Projects That Exceed the Criteria for Simplified Design......................2-2
2.2.3 Semi-Integral, Jointed and Other Structural Alternatives......................................................2-2
2.3 Laying out the Bridge......................................................................................................................2-3
2.3.1 Conventional Layout..............................................................................................................2-3
2.3.2 Ideal Layout...........................................................................................................................2-3
2.4 Hydraulic RequirementS.................................................................................................................2-5
2.4.1 Scour Considerations..............................................................................................................2-6
2.4.2 Cofferdam Requirements.......................................................................................................2-6
2.5 Geotechnical...................................................................................................................................2-6
SECTION 3 Loads........................................................................................................................................3-1
3.1 General Information........................................................................................................................3-1
3.2 Application of Loads.......................................................................................................................3-1
3.2.1 Construction Stage.................................................................................................................3-1
3.2.1.1 Permanent Dead Loads on Pile Cap..............................................................................3-1
3.2.1.2 Construction Dead and Live Loads...............................................................................3-1
3.2.1.3 Permanent Dead Load on Piles.....................................................................................3-1
3.2.2 Final Stage.............................................................................................................................3-1
3.2.2.1 Composite Permanent Dead Loads...............................................................................3-2
3.2.2.2 Live Loads....................................................................................................................3-2
3.2.2.3 Longitudinal Effects.....................................................................................................3-2
3.2.2.4 Earth Loads...................................................................................................................3-2
SECTION 4 Structural Analysis and Evaluation...........................................................................................4-1
4.1 General Information........................................................................................................................4-1
4.2 Structural Design Criteria................................................................................................................4-1
4.3 Design Methodology......................................................................................................................4-1
4.3.1 Simplified Design Method.....................................................................................................4-1
4.3.2 Detailed Design......................................................................................................................4-2
4.4 Superstructure.................................................................................................................................4-2
4.4.1 Bridge End and Anchorage General Details..........................................................................4-2
4.5 Substructure....................................................................................................................................4-3
4.5.1 Abutment Movement..............................................................................................................4-3
4.5.1.1 Thermal Movement.......................................................................................................4-3
4.5.1.2 Shrinkage and Creep.....................................................................................................4-4
. 2009 by the Structures Section, Program Development Division
Vermont Agency of Transportation
viii 2008VTRANS INTEGRAL ABUTMENT DESIGN GUIDELINE
4.5.1.3 Total Allowable Movement..........................................................................................4-4
4.5.1.4 Grade of Steel...............................................................................................................4-4
4.5.1.5 Pile Selection................................................................................................................4-4
4.5.1.6 Pile Orientation.............................................................................................................4-9
4.5.2 Pile Design............................................................................................................................4-9
4.5.2.1 L-Pile Software Analysis............................................................................................4-11
4.5.2.1.1 Lateral Load at Pile Head.......................................................................................4-11
4.5.2.1.2 Pile Deflection and Moment..................................................................................4-11
4.5.2.1.3 Unbraced Lengths..................................................................................................4-12
4.5.2.1.4 Depth to Fixity.......................................................................................................4-12
4.5.2.2 Combined Axial Compression and Flexure................................................................4-16
4.5.3 Pile Cap...............................................................................................................................4-16
4.5.4 Wingwall Design..................................................................................................................4-16
4.6 Project Notes and Special Provisions............................................................................................4-16
4.7 Load Rating..................................................................................................................................4-16
SECTION 5 Concrete Structures...................................................................................................................5-1
5.1 General Information........................................................................................................................5-1
5.2 Prestress Superstructure Specific Details........................................................................................5-1
5.2.1 Voided Slab and Box Beam Bridge Decks............................................................................5-1
5.2.2 Northeast Bulb-T (NEBT)......................................................................................................5-2
5.2.2.1 Cast-In-Place Concrete Slab Decks..............................................................................5-4
5.2.3 Design for Frame Action (Negative Moment) at Ends of Deck.............................................5-4
SECTION 6 Steel Structures........................................................................................................................6-1
6.1 General Information........................................................................................................................6-1
6.2 Steel Girder Specific Details...........................................................................................................6-1
SECTION 7 Aluminum Structures................................................................................................................7-1
7.1 General Information........................................................................................................................7-1
SECTION 8 Wood Structures.......................................................................................................................8-1
8.1 General Information........................................................................................................................8-1
SECTION 9 Deck and Deck Systems............................................................................................................9-1
9.1 General Information........................................................................................................................9-1
SECTION 10 Foundations..........................................................................................................................10-1
10.1 Initial Considerations................................................................................................................10-1
10.1.1 Geotechnical Exploration.....................................................................................................10-1
10.1.2 Pile Design and Verification................................................................................................10-1
10.1.3 Required Information for Contract Documents....................................................................10-1
10.2 Selecting a Pile for Integral Abutments....................................................................................10-1
10.2.1 Loads on Piles......................................................................................................................10-1
10.2.2 Pile Cap Geometry...............................................................................................................10-2
10.2.2.1 Number of Piles and Pile Spacing..............................................................................10-2
10.2.2.2 Pile Groups.................................................................................................................10-2
10.2.2.3 Pile Length Requirement............................................................................................10-2
10.3 Service Limit State....................................................................................................................10-2
10.4 Strength Limit State..................................................................................................................10-2
10.4.1 Nominal Structural Pile Resistance (NSPR)........................................................................10-3
10.4.2 Nominal Axial Pile Resistance (NAPR)..............................................................................10-3
10.4.3 Downdrag and Other Losses to Geotechnical Strength.......................................................10-3
10.4.4 Strength Limit State Resistance Factors for Driven Piles....................................................10-3
. 2009 by the Structures Section, Program Development Division
Vermont Agency of Transportation
TABLE OF CONTENTS ix
10.5 Pile Driving Analysis................................................................................................................10-4
10.5.1 Pile Driving Concerns..........................................................................................................10-4
10.5.2 Maximum Pile Driving Stress..............................................................................................10-4
10.5.3 Nominal Pile Driving Resistance (NPDR)...........................................................................10-5
10.5.3.1 Verification of the Nominal Axial Pile Resistance (NAPR) in Compression............10-5
10.5.4 Resistance Factors for Verifying the NAPR........................................................................10-5
10.6 Design Steps for Piles...............................................................................................................10-6
SECTION 11 Abutment, Piers and Walls....................................................................................................11-1
11.1 General Information..................................................................................................................11-1
SECTION 12 Buried Structures and Tunnel Liners....................................................................................12-1
12.1 General Information..................................................................................................................12-1
SECTION 13 Railings................................................................................................................................13-1
13.1 General Information..................................................................................................................13-1
SECTION 14 Joints and Bearings...............................................................................................................14-1
14.1 General Information..................................................................................................................14-1
SECTION 15 Summary..............................................................................................................................15-1
SECTION 16 References............................................................................................................................16-1
16.1 General Information..................................................................................................................16-1
16.2 Performance.............................................................................................................................16-1
16.3 Design Issues............................................................................................................................16-2
16.4 Analysis....................................................................................................................................16-2
16.5 Approach Slabs.........................................................................................................................16-2
16.6 Forces.......................................................................................................................................16-2
16.7 State Manual References...........................................................................................................16-3
Appendix A Design Outline.............................................................................................................................1
Appendix B Design Example...........................................................................................................................1
Notes:..........................................................................................................................................................16-1
INTEGRAL ABUTMENT BRIDGES - DESIGN AND CONSTRUCTIBILITY (8 Pages)
David I. Harvey, Don W. Kennedy
Associated Engineering (B.C.) Ltd., Canada
Gordon W. Ruffo
Carston-Aimes Construction Consultants Ltd., Canada
本帖最后由 cjcc 于 2011-4-8 23:13 编辑
Integral Abutment Bridges Current Practice in the United States And Canada（20 Pages）
INTEGRAL BRIDGE ABUTMENTS（50 Pages）
R. J. Lock
CUED/D-SOILS/TR320 (June 2002)
M.Eng. Project Report
1.0 INTRODUCTION ..............................................................................................4
1.1 Purpose and Scope of Project .................................................................................... 5
1.2 Mode of Bridge Movement ....................................................................................... 6
1.3 Magnitude of Deck Expansion .................................................................................. 6
2.0 LITERATURE REVIEW - Model Test Procedures...........................................7
2.1 TRL Report 146: Cyclic loading of sand behind integral bridge abutments............. 7
2.2 Integral Bridges: A fundamental approach to the time-temperature loading problem
(England et al., 2000) .......................................................................................................... 11
3.0 EARTH PRESSURES - Experimental Results.................................................13
3.1 BA 42/96 - The Design of Integral Bridges ............................................................ 13
3.2 TRL Report 146: Cyclic loading of sand behind integral bridge abutments
(Springman et al. 1996) ....................................................................................................... 14
3.3 Integral Bridges: A fundamental approach to the time-temperature loading problem
(England et al., 2000) .......................................................................................................... 16
3.4 Experimental and Analytical Investigations of Piles and Abutments of Integral
Bridges (Arsoy et al., 2002) ................................................................................................ 19
4.0 EARTH PRESSURES - Field Measurements ..................................................20
4.1 Field tests................................................................................................................. 20
4.2 Testing an Integral Steel Frame Bridge: Elgaaly et al., 1992; Skew Effects on
Backfill Pressures at Integral Bridge Abutments: Sandford & Elgaaly, 1993. ................... 21
4.3 Measurement of thermal cyclic movements on two portal frame bridges on the M1:
Darley & Alderman, 1995 ................................................................................................... 24
4.4 Field Study of an Integral Backwall Bridge: Hoppe & Gomez, 1996..................... 24
4.5 Seasonal thermal effects over three years on the shallow abutment of an integral
bridge in Glasgow: Darley et al., 1998................................................................................ 26
4.6 Performance of an integral Bridge over the M1-A1 Link Road at Bramham
Crossroads: Barker & Carder, 2001 .................................................................................... 27
4.7 Field Performance of Integral Abutment Bridge: Lawver et al., 2000.................... 28
4.8 Integral Bridge in West Lafayette, Indiana. Frosch, 2002....................................... 29
4.9 Coefficients of Thermal Expansion......................................................................... 30
4.10 Influence of deck compression................................................................................ 31
5.0 SETTLEMENT - Experimental Results ...........................................................33
5.1 BA 42/96 - The Design of Integral Bridges ............................................................ 33
5.2 TRL Report 146: Cyclic loading of sand behind integral bridge abutments
(Springman et al. 1996) ....................................................................................................... 33
5.3 Integral Bridges: A fundamental approach to the time-temperature loading problem
(England et al., 2000) .......................................................................................................... 36
6.0 SETTLEMENT - Field Measurements.............................................................38
6.1 Highways Agency Maintenance Data ..................................................................... 38
6.2 Field Studies ............................................................................................................ 40
6.3 Approach Slabs........................................................................................................ 42
7.0 CONCLUSIONS...............................................................................................44
7.1 Superstructure.......................................................................................................... 44
7.2 Abutment design...................................................................................................... 44
7.3 Settlement mitigation............................................................................................... 45
8.0 REFERENCES .................................................................................................46
9.0 ACKNOWLEDGEMENTS..............................................................................49
APPENDIX A Earth pressure coefficient definitions .............................................50
本帖最后由 cjcc 于 2011-4-8 23:38 编辑
THE 2005 – FHWA CONFERENCE 会议论文集（343Pages）
Integral Abutment and Jointless Bridges
(IAJB 2005) March 16 – 18, 2005
Baltimore, Maryland
Session I: Current Practices with Design Guidelines and Foundation Design
Integral Abutment and Jointless Bridges
V. Mistry 3
Integral Abutments and Jointless Bridges (IAJB) 2004 Survey Summary
R. Maruri, S.Petro 12
The In-Service Behavior of Integral Abutment Bridges:Abutment-Pile Response
R. Frosch, M. Wenning, V. Chovichien 30
New York State Department of Transportation's Experience with Integral Abutment Bridges
A. Yannotti, S. Alampalli, H. White 41
Integral Abutment Design and Construction: The New England Experience
D. Conboy, E. Stoothoff 50
VDOT Integral Bridge Design Guidelines
K. Weakley 61
Session II: Case Studies
Case Study: A Jointless Structure to Replace the Belt Parkway BridgeOver Ocean Parkway
S. Jayakumaran, M. Bergmann, S. Ashraf, C. Norrish 73
Case Study – Jointless Bridge Beltrami County State Aid Highway 33 Over Mississippi River in Ten Lake Township,
Minnesota J. Wetmore, B. Peterson 84
Design and Construction of Dual 630-foot, Jointless, Three-spanContinuous Multi-girder Bridges in St. Albans, West Virginia,
United States, Carrying U.S. Route 60 over the Coal River
J. Perkun, K. Michael 97
Integral Abutment Bridges with FRP Decks – Case Studies
V. Shekar, S. Aluri, H. GangaRao 113
New Mexico’s Practice and Experience in Using Continuous Spans for Jointless Bridges
S. Maberry, J. Camp, J. Bowser 125
Integral Abutment Bridges – Iowa and Colorado Experience
D. Liu, R. Magliola, K. Dunker 136
Moose Creek Bridge – Case Study of a prefabricated Integral Abutment Bridge in Canada
I. Husain, B. Huh, J. Low, M. McCormick 148
Session III: Maintenance and Rehabilitation
Session IV: Construction Practices
Author Index
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加钱其实只是为了防止被人随便转到其他论坛上，要不我就把级别弄高点 本帖最后由 joppasd1230895 于 2011-6-7 14:03 编辑
{:4_94:}
这篇贴和 子菁版主的 美国道路桥梁深度考察报告
联合起来看，来了解国外的桥梁设计方法。 我觉得。。。国内很多地方的设计，虽然一部分原因是设计理念的差距，这部分差距是很大，但是另一个很重要的原因是市场的因素 工程投入、历史积累、理念等多方面的差距
有对比才有进步，取长补短。
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