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TRB’s National Cooperative Highway Research Program (NCHRP) Report 507: Load and Resistance Factor Design (LRFD) for Deep Foundations examines resistance factors for driven pile and drilled shaft foundations,and provides a procedure for calibrating deep foundation resistance.

Errata - Table 29 and Figure 47 in the pdf of NCHRP Report 507 contains incorrect information. An update to Table 29 and Figure 47 are available on-line.

Suggested Citation

National Academies of Sciences, Engineering, and Medicine. 2004. Load and Resistance Factor Design (LRFD) for Deep Foundations. Washington, DC: The National Academies Press. https://doi.org/10.17226/13758.

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Publication Info

77 pages |  8.5 x 11 |  DOI: https://doi.org/10.17226/13758

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