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

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dc.contributor.author Kahwaji, Aline Joseph
dc.date.accessioned 2012-06-13T07:10:14Z
dc.date.available 2012-06-13T07:10:14Z
dc.date.issued 2006
dc.identifier.uri http://hdl.handle.net/10938/7329
dc.description Thesis (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.description Bibliography: leaves 128-129.
dc.description.abstract In 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.extent xvi, 129 leaves : ill. (some col.) 30 cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:004737 AUBNO
dc.subject.lcsh Bearings (Machinery)
dc.subject.lcsh Soils -- Analysis
dc.subject.lcsh Finite element method
dc.title Developing bearing capacity factors for foundations on multilayered soils using finite element method - by Aline Joseph Kahwaji
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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