NCHRP Report 651: LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures

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NCHRP Report 651: LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures (2010)
National Cooperative Highway Research Program (NCHRP)

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Paikowsky, Samuel G, Canniff, Mary C, Lesny, Kerstin, Kisse, Aloys, Amatya, Shailendra, Muganga, Robert, Transportation Research Board. "3.8 Uncertainty in the Bearing Capacity of Footings in/on Rock." NCHRP Report 651: LRFD Design and Construction of Shallow Foundations for Highway Bridge Structures. Washington, DC: The National Academies Press, 2010.

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Front Matter (R1-R9)

1.2 Engineering Design Methodologies (3-3)

1.3 Load and Resistance Factor Design (4-9)

1.4 Format for Design Factor Development (10-14)

1.5 Bearing Capacity of Shallow Foundations (15-23)

1.6 An Alternative Approach and Method of Analysis for Limit State Design of Shallow Foundations (24-32)

1.7 Bearing Capacity of Shallow Foundations on Rock (33-39)

1.8 Rock Classification and Properties (40-51)

2.2 Methodology (52-55)

2.3 Execution and Presentation (56-56)

3.1 Design and Construction State of Practice (57-60)

3.2 Assembled Databases (61-65)

3.3 Determination of the Measured Strength Limit State for Foundations Under Vertical-Centric Loading (66-68)

3.4 Determination of the Calculated Strength Limit States for the Case Histories (Foundations on Soils) (69-72)

3.5 Uncertainty in the Bearing Capacity of Footings in/on Granular Soils Subjected to Vertical-Centric Loading (73-75)

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)

3.7 Loading Direction Effect for Inclined-Eccentric Loading (82-84)

3.8 Uncertainty in the Bearing Capacity of Footings in/on Rock (85-91)

3.9 Uncertainties in the Friction Along the Soil-Structure Interface (92-99)

4.2 Uncertainty in Vertical and Lateral Loading (100-103)

4.3 Calibration Methodology (104-106)

4.4 Examination of the Factor N as a Source of Uncertainty in Bearing Capacity Analysis (107-109)

4.6 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Vertical-Centric Loading (110-115)

4.7 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Vertical-Eccentric Loading (116-120)

4.8 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Inclined-Centric Loading (121-122)

4.9 In-Depth Re-Examination of the Uncertainty in Bearing Capacity of Footings in/on Granular Soils Under Inclined-Eccentric Loading (123-123)

4.11 Goodman's (1989) Semi-Empirical Bearing Capacity Method for Footings in/on Rock (124-125)

4.12 Carter and Kulhawy's (1988) Semi-Empirical Bearing Capacity Method for Footings in/on Rock (126-126)

4.14 Sliding Friction Resistance (127-129)

5.3 Examples Summary (130-131)

References (132-138)

Unpublished Material (139-139)

Abbreviations used without definitions in TRB publications (140-140)