National Academy of Sciences | 150 Year Anniversary

Questions? Call 800-624-6242

| Items in cart [0]

The National Academies Press

Rights & Permissions

topleft topright

NCHRP Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations (2004)
National Cooperative Highway Research Program (NCHRP)

Citation Manager

Kuo, C, Nguyen, T, McVay, M, Paikowsky, S G, Birgisson, B, Baecher, G, Ayyub, B, Stenersen, K, Chernauskas, L, O'Malley, K, O'Neill, M, Transportation Research Board. "2.8.3 The Design Methods' Efficiency." NCHRP Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations. Washington, DC: The National Academies Press, 2004.

Please select a format:

BibTeX EndNote RefMan


Page
32
bottomleft bottomright
Page
32
Front Matter (R1-R9)
Summary (1-2)
1.2.2 Limit States Design (3-3)
1.3.1 Principles (4-4)
1.3.3 LRFD Performance and Advantages (5-5)
1.3.5 LRFD for Deep Foundations (6-7)
1.4.2 Overview of the Research Approach (8-8)
1.4.3 Principles and Framework of the Calibration (9-13)
2.1.2 Major Findings (14-15)
2.3.2 Failure Criterion for Statically Loaded Driven Piles (16-17)
2.3.4 Failure Criterion for Statically Loaded Drilled Shaft (18-18)
2.5.1 Overview (19-19)
2.5.2 Methods of Analysis (20-21)
2.5.3 The Controlling Parameters (22-26)
2.7.2 Concepts for Establishing Target Reliability (27-27)
2.7.3 Target Reliability for Structures (28-28)
2.7.5 Recommended Target Reliability (29-29)
2.8.2 Parameter Study - The Limited Meaning of the Resistance Factor Value (30-30)
2.8.3 The Design Methods' Efficiency (31-32)
3.1.2 Driven Piles - Dynamic Analysis (33-34)
3.1.3 Drilled Shafts - Static Analysis (35-35)
3.2.1 Overview (36-36)
3.2.3 Equivalent Factors of Safety (37-37)
3.2.4 Detailed Tables (38-38)
3.3.1 Overview (39-39)
3.3.2 Resistance Factors for Static Pile Load Tests (40-40)
3.3.3 Numbers of Dynamic Tests Performed on Production Piles (41-42)
3.3.4 Testing Drilled Shafts for Major Defects (43-46)
3.4.2 Static Analysis of Driven Piles (47-47)
3.4.3 Dynamic Analysis of Driven Piles (48-48)
3.4.5 Static Load Test (49-49)
3.4.7 Design Considerations (50-51)
3.5.1 Overview (52-52)
3.5.2 Working Stress Design (53-54)
3.5.4 Actual Probability of Failure (55-70)
4.2.2 Framework for LRFD Design for Deep Foundations, (71-72)
Bibliography (73-76)
Appendixes (77-77)
Abbreviations used without definitions in TRB publications (78-78)