A simplified finite-element approach for the analysis of driven piles - by Toufic Elias Smayra

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dc.contributor.authorSmayra, Toufic Elias
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date1994
dc.date.accessioned2012-06-13T06:42:19Z
dc.date.available2012-06-13T06:42:19Z
dc.date.issued1994
dc.descriptionThesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1994.;"Advisor: Dr. Mounir Mabsout, Assistant Professor, Civil Engineering -- Members of Committee: Dr. Mohamed Harajly, Associate Professor, Civil Engineerin
dc.descriptionBibliography: leaves 88-90.
dc.description.abstractThe analysis of axially-loaded driven piles is examined in this study using a finite-element model. The three-dimensional model accounts for the nonlinear behavior of the soil undergoing large deformation. The simulation of the penetration of the pile in
dc.format.extentxv, 90 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4928
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003589 AUBNO
dc.subject.lcshFinite element method.
dc.subject.lcshPiling (Civil engineering).
dc.titleA simplified finite-element approach for the analysis of driven piles - by Toufic Elias Smayra
dc.typeThesis

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