Static Capacity Prediction by Dynamic Methods for Three Bored Piles
Three bored piles were built and tested at the National Geotechnical Experimentation Sites, at Texas A&M University, to gather data on the reliability of large-strain dynamic methods to predict the static capacity of bored piles. The three piles had a nominal diameter of 0.915 m, a nominal lengt...
محفوظ في:
| المؤلف الرئيسي: | |
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| مؤلفون آخرون: | , |
| التنسيق: | article |
| منشور في: |
2000
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| الوصول للمادة أونلاين: | http://hdl.handle.net/10725/3162 http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:7(640) http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2000)126:7(640) |
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| _version_ | 1864513460171177984 |
|---|---|
| author | Briaud, Jean-Louis |
| author2 | Nasr, George Ballouz, Marc |
| author2_role | author author |
| author_facet | Briaud, Jean-Louis Nasr, George Ballouz, Marc |
| author_role | author |
| dc.creator.none.fl_str_mv | Briaud, Jean-Louis Nasr, George Ballouz, Marc |
| dc.date.none.fl_str_mv | 2000 2016-02-23T08:52:32Z 2016-02-23T08:52:32Z 2016-02-23 |
| dc.identifier.none.fl_str_mv | 1090-0241 http://hdl.handle.net/10725/3162 http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:7(640) Briaud, J. L., Ballouz, M., & Nasr, G. (2000). Static capacity prediction by dynamic methods for three bored piles. Journal of Geotechnical and Geoenvironmental engineering, 126(7), 640-649. http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2000)126:7(640) |
| 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 | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| dc.type.none.fl_str_mv | Article info:eu-repo/semantics/publishedVersion info:eu-repo/semantics/article |
| description | Three bored piles were built and tested at the National Geotechnical Experimentation Sites, at Texas A&M University, to gather data on the reliability of large-strain dynamic methods to predict the static capacity of bored piles. The three piles had a nominal diameter of 0.915 m, a nominal length of 10 m, and some planned and unplanned defects. The piles were first subjected to a static load test and then four companies were asked to perform dynamic tests—namely, Statnamic and drop weight tests—and predict the static load test results. The paper shows the comparison between predicted and measured results. |
| eu_rights_str_mv | openAccess |
| format | article |
| id | LAURepo_57d775ea597713b686d54a2899489226 |
| identifier_str_mv | 1090-0241 Briaud, J. L., Ballouz, M., & Nasr, G. (2000). Static capacity prediction by dynamic methods for three bored piles. Journal of Geotechnical and Geoenvironmental engineering, 126(7), 640-649. |
| language_invalid_str_mv | en |
| network_acronym_str | LAURepo |
| network_name_str | Lebanese American University repository |
| oai_identifier_str | oai:laur.lau.edu.lb:10725/3162 |
| publishDate | 2000 |
| repository.mail.fl_str_mv | |
| repository.name.fl_str_mv | |
| repository_id_str | |
| spelling | Static Capacity Prediction by Dynamic Methods for Three Bored PilesBriaud, Jean-LouisNasr, GeorgeBallouz, MarcThree bored piles were built and tested at the National Geotechnical Experimentation Sites, at Texas A&M University, to gather data on the reliability of large-strain dynamic methods to predict the static capacity of bored piles. The three piles had a nominal diameter of 0.915 m, a nominal length of 10 m, and some planned and unplanned defects. The piles were first subjected to a static load test and then four companies were asked to perform dynamic tests—namely, Statnamic and drop weight tests—and predict the static load test results. The paper shows the comparison between predicted and measured results.PublishedN/A2016-02-23T08:52:32Z2016-02-23T08:52:32Z20002016-02-23Articleinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article1090-0241http://hdl.handle.net/10725/3162http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:7(640)Briaud, J. L., Ballouz, M., & Nasr, G. (2000). Static capacity prediction by dynamic methods for three bored piles. Journal of Geotechnical and Geoenvironmental engineering, 126(7), 640-649.http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2000)126:7(640)enJournal of Geotechnical and Geoenvironmental Engineeringinfo:eu-repo/semantics/openAccessoai:laur.lau.edu.lb:10725/31622019-01-14T11:34:08Z |
| spellingShingle | Static Capacity Prediction by Dynamic Methods for Three Bored Piles Briaud, Jean-Louis |
| status_str | publishedVersion |
| title | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| title_full | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| title_fullStr | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| title_full_unstemmed | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| title_short | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| title_sort | Static Capacity Prediction by Dynamic Methods for Three Bored Piles |
| url | http://hdl.handle.net/10725/3162 http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:7(640) http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2000)126:7(640) |