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...

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محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Briaud, Jean-Louis (author)
مؤلفون آخرون: Nasr, George (author), Ballouz, Marc (author)
التنسيق: article
منشور في: 2000
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
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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)