Static Capacity Prediction by Dynamic Methods for Three Bored Piles

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dc.contributor.author Briaud, Jean-Louis
dc.contributor.author Nasr, George
dc.contributor.author Ballouz, Marc
dc.date.accessioned 2016-02-23T08:52:32Z
dc.date.available 2016-02-23T08:52:32Z
dc.date.copyright 2000
dc.date.issued 2016-02-23
dc.identifier.issn 1090-0241 en_US
dc.identifier.uri http://hdl.handle.net/10725/3162
dc.description.abstract 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. en_US
dc.language.iso en en_US
dc.title Static Capacity Prediction by Dynamic Methods for Three Bored Piles en_US
dc.type Article en_US
dc.description.version Published en_US
dc.author.school SOE en_US
dc.author.idnumber 199390170 en_US
dc.author.woa N/A en_US
dc.author.department Electrical Engineering en_US
dc.description.embargo N/A en_US
dc.relation.journal Journal of Geotechnical and Geoenvironmental Engineering en_US
dc.journal.volume 126 en_US
dc.journal.issue 7 en_US
dc.article.pages 640-649 en_US
dc.identifier.doi http://dx.doi.org/10.1061/(ASCE)1090-0241(2000)126:7(640) en_US
dc.identifier.ctation 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. en_US
dc.author.email genasr@lau.edu.lb
dc.identifier.url http://ascelibrary.org/doi/abs/10.1061/(ASCE)1090-0241(2000)126:7(640)

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