JavaScript is disabled for your browser. Some features of this site may not work without it.
| dc.contributor.author | Haidar, Ali Sleiman |
| dc.date.accessioned | 2012-06-13T06:40:36Z |
| dc.date.available | 2012-06-13T06:40:36Z |
| dc.date.issued | 1988 |
| dc.identifier.uri | http://hdl.handle.net/10938/4431 |
| dc.description | Thesis (M.E.)--American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering,1988.;"Advisor: Lutfi Raad, Associate Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor, Civ |
| dc.description | Bibliography: leaves 98-100. |
| dc.description.abstract | Pavements are, because of economic factors, constrained to function at stress levels beyond the elastic limit of their constituent materials. Ultimately, material breakdown may occur, resulting in failure by incremental collapse . Alternatively, a load |
| dc.format.extent | viii, 108 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003420 AUBNO |
| dc.subject.lcsh | Pavements. |
| dc.title | Numerical application of shakedown theory in pavements - by Ali Sleiman Haidar |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
