NCHRP Report 651:

LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures

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Size: 149 pages, 8.5 x 11

Publication Year:2010

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Authors:
Samuel G Paikowsky; Mary C Canniff; Kerstin Lesny; Aloys Kisse; Shailendra Amatya; Robert Muganga; Transportation Research Board
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TRB's National Cooperative Highway Research Program (NCHRP) Report 651: LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures explores recommended changes to Section 10 of the American Association of State Highway and Transportation Officials' Load Resistance Factor Design ...
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Table of Contents
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Front Matter	i-ix
Summary	1-2	(skim)
1.2 Engineering Design Methodologies	3-3	(skim)
1.3 Load and Resistance Factor Design	4-9	(skim)
1.4 Format for Design Factor Development	10-14	(skim)
1.5 Bearing Capacity of Shallow Foundations	15-23	(skim)
1.6 An Alternative Approach and Method of Analysis for Limit State Design of Shallow Foundations	24-32	(skim)
1.7 Bearing Capacity of Shallow Foundations on Rock	33-39	(skim)
1.8 Rock Classification and Properties	40-51	(skim)
2.2 Methodology	52-55	(skim)
2.3 Execution and Presentation	56-56	(skim)
3.1 Design and Construction State of Practice	57-60	(skim)
3.2 Assembled Databases	61-65	(skim)
3.3 Determination of the Measured Strength Limit State for Foundations Under Vertical-Centric Loading	66-68	(skim)
3.4 Determination of the Calculated Strength Limit States for the Case Histories (Foundations on Soils)	69-72	(skim)
3.5 Uncertainty in the Bearing Capacity of Footings in/on Granular Soils Subjected to Vertical-Centric Loading	73-75	(skim)
3.6 Uncertainty in the Bearing Capacity of Footings in/on Granular Soils Subjected to Vertical-Eccentric, Inclined-Centric, and Inclined-Eccentric Loading	76-81	(skim)
3.7 Loading Direction Effect for Inclined-Eccentric Loading	82-84	(skim)
3.8 Uncertainty in the Bearing Capacity of Footings in/on Rock	85-91	(skim)
3.9 Uncertainties in the Friction Along the Soil-Structure Interface	92-99	(skim)
4.2 Uncertainty in Vertical and Lateral Loading	100-103	(skim)
4.3 Calibration Methodology	104-106	(skim)
4.4 Examination of the Factor N as a Source of Uncertainty in Bearing Capacity Analysis	107-109	(skim)
4.6 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Vertical-Centric Loading	110-115	(skim)
4.7 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Vertical-Eccentric Loading	116-120	(skim)
4.8 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Inclined-Centric Loading	121-122	(skim)
4.9 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Inclined-Eccentric Loading	123-123	(skim)
4.11 Goodman's (1989) Semi-Empirical Bearing Capacity Method for Footings in/on Rock	124-125	(skim)
4.12 Carter and Kulhawy's (1988) Semi-Empirical Bearing Capacity Method for Footings in/on Rock	126-126	(skim)
4.14 Sliding Friction Resistance	127-129	(skim)
5.3 Examples Summary	130-131	(skim)
References	132-138	(skim)
Unpublished Material	139-139	(skim)
Abbreviations used without definitions in TRB publications	140-140	(skim)

Description

TRB's National Cooperative Highway Research Program (NCHRP) Report 651: LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures explores recommended changes to Section 10 of the American Association of State Highway and Transportation Officials' Load Resistance Factor Design Bridge Design Specifications for the strength limit state design of shallow foundations.

Appendixes A through H for NCHRP Report 651 are available online.
• Appendix A: Alternative Model Background
• Appendix B: Findings—State of Practice, Serviceability and Databases
• Appendix C: Questionnaire Summary
• Appendix D: UML-GTR ShalFound07 Database
• Appendix E: UML-GTR RockFound07 Database
• Appendix F: Shallow Foundations Modes of Failure and Failure Criteria
• Appendix G: Bias Calculation Examples
• Appendix H: Design Examples

NCHRP Report 651:

LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures

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