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http://hdl.handle.net/20.500.12358/23311
TitleTHE DEPENDENCE OF BEARING VALUE ON DIAMETER OF DRIVEN STEEL PILES IN SAND
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Abstract

Axial compression tests were performed on open- and closed-ended piles with different diameters. The results of these tests have been analyzed considering the effects of pile diameter and pile end condition on the pile’s bearing capacity. Nine methods to determine axial pile capacity based on the soil properties were compared with the measured results. The results obtained show that piles driven in dense sand can develop significantly higher bearing capacities than the calculated ones (e.g. API). In sand, open-ended piles typically develop lower capacities compared to closed-ended piles as the pile diameter increases.

Authors
Awad, Mohammed A.
TypeJournal Article
Date2003
LanguageEnglish
Published inIUG Journal for Natural and Engineering Studies
SeriesVolume: 11, Number: 1
Publisherالجامعة الإسلامية - غزة
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  • Staff Publications- Faculty of Engineering [908]
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The institutional repository of the Islamic University of Gaza was established as part of the ROMOR project that has been co-funded with support from the European Commission under the ERASMUS + European programme. This publication reflects the views only of the author, and the Commission cannot be held responsible for any use which may be made of the information contained therein.

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The institutional repository of the Islamic University of Gaza was established as part of the ROMOR project that has been co-funded with support from the European Commission under the ERASMUS + European programme. This publication reflects the views only of the author, and the Commission cannot be held responsible for any use which may be made of the information contained therein.

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