نمایش مختصر رکورد

dc.contributor.authorAhmadi, Mohammad Mehdien_US
dc.contributor.authorRobertson, P.K.en_US
dc.date.accessioned1399-07-08T21:54:02Zfa_IR
dc.date.accessioned2020-09-29T21:54:02Z
dc.date.available1399-07-08T21:54:02Zfa_IR
dc.date.available2020-09-29T21:54:02Z
dc.date.issued2008-10-01en_US
dc.date.issued1387-07-10fa_IR
dc.date.submitted2009-05-20en_US
dc.date.submitted1388-02-30fa_IR
dc.identifier.citationAhmadi, Mohammad Mehdi, Robertson, P.K.. (2008). A Numerical Study of Chamber Size and Boundary E ects on CPT Tip Resistance in NC Sand. Scientia Iranica, 15(5)en_US
dc.identifier.issn1026-3098
dc.identifier.issn2345-3605
dc.identifier.urihttp://scientiairanica.sharif.edu/article_2911.html
dc.identifier.urihttps://iranjournals.nlai.ir/handle/123456789/120528
dc.description.abstractA numerical modeling procedure was used to quantify calibration chamber size and boundary e ects for cone penetration testing in sand. In the numerical analyses, chamber diameter and boundary conditions were varied to investigate the e ects of chamber size and boundary conditions on cone tip resistance. These analyses show that, for loose sand, a chamber-tocone diameter ratio of 33 is su cient for the boundaries to have no in uence on the cone tip measurements. However, for very dense sand, the numerical analyses show that the chamberto- cone diameter ratio should be more than 100 to ensure that boundaries have no in uence on cone tip measurements. Numerical analysis indicates that, not only the sand relative density but its stress state is also a signi cant factor in in uencing the chamber size e ects. The results of the numerical analyses were compared to existing empirically based relationships. Suggestions are provided to reduce the e ects of chamber size and boundaries on cone tip resistance measurements in sand.en_US
dc.format.extent1764
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherSharif University of Technologyen_US
dc.relation.ispartofScientia Iranicaen_US
dc.titleA Numerical Study of Chamber Size and Boundary E ects on CPT Tip Resistance in NC Sanden_US
dc.typeTexten_US
dc.contributor.departmentDepartment of Civil Engineering,Sharif University of Technologyen_US
dc.contributor.departmentDepartment of Civil and Environmental Engineering,University of Albertaen_US
dc.citation.volume15
dc.citation.issue5


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