10-24-2012, 07:46 AM
Load and Resistance Factor Design (LRFD) for Deep Foundations
Author: Paikowsky, S G Birgisson, B McVay, M Nguyen, T Kuo, C Baecher, G Ayyub, B Stenersen, K O'Malley, K Chernauskas, L O'Neill, M | Size: 1.86 MB | Format: PDF | Quality: Original preprint | Publisher: Transportation Research Board | Year: 2004 | pages: 85 | ISBN: 0309087961
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 engineers and geotechnical engineers involved in the design of pile and drilled shaft foundations.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************