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 |