dc.contributor.author |
Freiha, Fadi Felix |
dc.date.accessioned |
2012-06-13T07:09:28Z |
dc.date.available |
2012-06-13T07:09:28Z |
dc.date.issued |
2005 |
dc.identifier.uri |
http://hdl.handle.net/10938/7074 |
dc.description |
Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2005.;"Advisor: Dr. Salah Sadek, Associate Professor , Civil and Environmental Engineering.--Member of Committee: Dr. Mohamad Harajli, Professor , Civil and Enviro |
dc.description |
Bibliography: leaves 140-143. |
dc.description.abstract |
Discrete randomly distributed fiber-reinforced soils have been widely investigated over the last twenty years. Several models were suggested to estima te the shear strength improvement in soils, with particular emphasis on sands, due to t he inclusion of |
dc.format.extent |
xiv, 143 leaves : col. ill. 30 cm. |
dc.language.iso |
eng |
dc.relation.ispartof |
Theses, Dissertations, and Projects |
dc.subject.classification |
ET:004661 AUBNO |
dc.subject.lcsh |
Soil stabilization |
dc.subject.lcsh |
Shear strength of soils |
dc.title |
New discrete framework for the shear strength estimation of randomly-distributed fiber-reinforced soils - by Fadi Felix Freiha |
dc.type |
Thesis |
dc.contributor.department |
American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |