Resistance factors for use in load and resistance factor design of driven pipe piles in sands
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 databas...
محفوظ في:
| المؤلف الرئيسي: | |
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| مؤلفون آخرون: | , , |
| التنسيق: | article |
| منشور في: |
2009
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| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/5800 https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(1) http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2009)135:1(1) |
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| _version_ | 1864513477856460800 |
|---|---|
| author | Foye, K. C. |
| author2 | Abou-Jaoude, G. Prezzi, M. Salgado, R. |
| author2_role | author author author |
| author_facet | Foye, K. C. Abou-Jaoude, G. Prezzi, M. Salgado, R. |
| author_role | author |
| dc.creator.none.fl_str_mv | Foye, K. C. Abou-Jaoude, G. Prezzi, M. Salgado, R. |
| dc.date.none.fl_str_mv | 2009 2017-06-20T06:25:18Z 2017-06-20T06:25:18Z 2017-06-20 |
| dc.identifier.none.fl_str_mv | 1090-0241 http://hdl.handle.net/10725/5800 https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(1) 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. http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2009)135:1(1) |
| dc.language.none.fl_str_mv | en |
| dc.relation.none.fl_str_mv | Journal of Geotechnical and Geoenvironmental Engineering |
| dc.rights.*.fl_str_mv | info:eu-repo/semantics/openAccess |
| dc.title.none.fl_str_mv | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| dc.type.none.fl_str_mv | Article info:eu-repo/semantics/publishedVersion info:eu-repo/semantics/article |
| description | 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. |
| eu_rights_str_mv | openAccess |
| format | article |
| id | LAURepo_6dbf17fd5bf2dac320e0a7904fcd8dfa |
| identifier_str_mv | 1090-0241 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. |
| language_invalid_str_mv | en |
| network_acronym_str | LAURepo |
| network_name_str | Lebanese American University repository |
| oai_identifier_str | oai:laur.lau.edu.lb:10725/5800 |
| publishDate | 2009 |
| repository.mail.fl_str_mv | |
| repository.name.fl_str_mv | |
| repository_id_str | |
| spelling | Resistance factors for use in load and resistance factor design of driven pipe piles in sandsFoye, K. C.Abou-Jaoude, G.Prezzi, M.Salgado, R.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.PublishedN/A2017-06-20T06:25:18Z2017-06-20T06:25:18Z20092017-06-20Articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article1090-0241http://hdl.handle.net/10725/5800https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(1)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.http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.phphttp://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2009)135:1(1)enJournal of Geotechnical and Geoenvironmental Engineeringinfo:eu-repo/semantics/openAccessoai:laur.lau.edu.lb:10725/58002022-05-24T11:29:55Z |
| spellingShingle | Resistance factors for use in load and resistance factor design of driven pipe piles in sands Foye, K. C. |
| status_str | publishedVersion |
| title | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| title_full | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| title_fullStr | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| title_full_unstemmed | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| title_short | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| title_sort | Resistance factors for use in load and resistance factor design of driven pipe piles in sands |
| url | http://hdl.handle.net/10725/5800 https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(1) http://libraries.lau.edu.lb/research/laur/terms-of-use/articles.php http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2009)135:1(1) |