Load and Resistance Factor Design (LRFD) for Deep Foundations

@inproceedings{Paikowsky2004LoadAR,
  title={Load and Resistance Factor Design (LRFD) for Deep Foundations},
  author={Samuel G. Paikowsky and Bj{\"o}rn Birgisson and Michael C. McVay and Thoi Nguyen and Chen-li Kuo and G Baecher and B. M. Ayyub and Ken Stenerson and Kevin O'malley and Les R. Chernauskas and Michael A. A. O'neill},
  year={2004}
}
This report contains the findings of a study to develop resistance factors for driven pile and drilled shaft foundations. These factors are recommended for inclusion in Section 10 of the AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications to reflect current best practice in geotechnical design and construction. The report also provides a detailed procedure for calibrating deep foundation resistance. The material in this report will be of immediate interest to bridge… CONTINUE READING

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Reliability-Based Design and Acceptance Protocol for Driven Piles

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