Numerical application of shakedown theory in pavements - by Ali Sleiman Haidar

Simple item page
dc.contributor.authorHaidar, Ali Sleiman
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date1988
dc.date.accessioned2012-06-13T06:40:36Z
dc.date.available2012-06-13T06:40:36Z
dc.date.issued1988
dc.descriptionThesis (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.descriptionBibliography: leaves 98-100.
dc.description.abstractPavements 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.extentviii, 108 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4431
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003420 AUBNO
dc.subject.lcshPavements.
dc.titleNumerical application of shakedown theory in pavements - by Ali Sleiman Haidar
dc.typeThesis

Files

Original bundle

Now showing 1 - 1 of 1
Thumbnail Image
Name:
et-3420.pdf
Size:
11.28 MB
Format:
Adobe Portable Document Format
Download

Collections

AUB Students' Theses, Dissertations, and Projects