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Resistance Factors for Use in Load and Resistance Factor Design of Driven Pipe Piles in Sands

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dc.contributor.author Abou-Jaoude, Grace
dc.contributor.author Foye, K.C.
dc.contributor.author Prezzi, M.
dc.contributor.author Salgado, R.
dc.date.accessioned 2015-10-30T13:01:16Z
dc.date.available 2015-10-30T13:01:16Z
dc.date.copyright 2009-01
dc.date.issued 2015-10-30
dc.identifier.issn 1090-0241 en_US
dc.identifier.uri http://hdl.handle.net/10725/2394
dc.description.abstract Load and resistance factor design of foundations is done in the offshore industry and is now being done in bridge projects in the United States. Common methods used to establish resistance factors include calibration to assumed factors of safety and reliability analysis using field load test databases. Reliability analyses are the preferred tools for this work but the needed probabilistic information regarding design method uncertainty is difficult to obtain. Furthermore, field load test databases, while relatively attractive for assessing design uncertainty, are not able to discriminate between uncertainties caused by soil variability, test methods, and model design relationships. In contrast to previous efforts, this paper illustrates an approach to uncertainty assessment that seeks to isolate the various sources of uncertainty. Using this approach, reliability analysis is used to develop resistance factors for the design of driven pipe piles in sand. The resistance factor results are used to highlight some of the differences between design methods that are exposed by the proposed uncertainty assessment technique. A brief design example is also given that illustrates the use of the resistance factors. en_US
dc.language.iso en en_US
dc.title Resistance Factors for Use in Load and Resistance Factor Design of Driven Pipe Piles in Sands en_US
dc.type Article en_US
dc.description.version Published en_US
dc.author.school SOE en_US
dc.author.idnumber 200702670 en_US
dc.author.idnumber grace.aboujaoude@lau.edu.lb
dc.author.woa N/A en_US
dc.author.department Civil Engineering en_US
dc.description.embargo N/A en_US
dc.relation.journal Journal of Geotechnical and Geoenvironmental Engineering en_US
dc.journal.volume 135 en_US
dc.journal.issue 1 en_US
dc.article.pages 1-13 en_US
dc.identifier.doi http://dx.doi.org/10.1061/(ASCE)1090-0241(2009)135:1(1) en_US
dc.identifier.ctation Foye, K. C., Abou-Jaoude, G., Prezzi, M., & Salgado, R. (2009). Resistance factors for use in load and resistance factor design of driven pipe piles in sands. Journal of geotechnical and geoenvironmental engineering, 135(1), 1-13. en_US
dc.identifier.url http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2009)135:1(1)


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