Developing bearing capacity factors for foundations on multilayered soils using finite element method - by Aline Joseph Kahwaji

dc.contributor.authorKahwaji, Aline Joseph
dc.contributor.departmentAmerican University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering
dc.date2006
dc.date.accessioned2012-06-13T07:10:14Z
dc.date.available2012-06-13T07:10:14Z
dc.date.issued2006
dc.descriptionThesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2006.;"Advisor: Dr. Salah Sadek, Professor, Civil and Environmental Engineering--Member of Committee: Dr. Mounir Mabsout, Professor, Civil and Environmental Engine
dc.descriptionBibliography: leaves 128-129.
dc.description.abstractIn general, the bearing capacity of foundations on soft clay can be improved by placing a layer of compacted sand or gravel. The lack of detailed design informa tion concerning the bearing capacity of such inhomogeneous soil profile (two-lay er soil profi
dc.format.extentxvi, 129 leaves : ill. (some col.) 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/7329
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004737 AUBNO
dc.subject.lcshBearings (Machinery)
dc.subject.lcshSoils -- Analysis
dc.subject.lcshFinite element method
dc.titleDeveloping bearing capacity factors for foundations on multilayered soils using finite element method - by Aline Joseph Kahwaji
dc.typeThesis

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