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Behaviour of a compacted silty clay under triaxial and creep testing conditions - by Stephan K. Saboundjian
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| dc.contributor.author | Saboundjian, Stephan K. |
| dc.date.accessioned | 2012-06-13T06:40:47Z |
| dc.date.available | 2012-06-13T06:40:47Z |
| dc.date.issued | 1989 |
| dc.identifier.uri | http://hdl.handle.net/10938/4471 |
| dc.description | Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1989.;"Advisor: Lutfi Raad, Associate Professor , Civil Engineering -- Members of Committee: Raja Iliya, Professor, Civil Engineering Muhammad Harajl |
| dc.description | Bibliography: leaves 231-232. |
| dc.description.abstract | The purpose of this research is to investigate the load-deformatinn behavior of compacted silty clay when subjected to different forms of loading. Triaxial and creep tests were conducted on specimens compacted at different water contents (dry and wet of o |
| dc.format.extent | x, 232, [79] leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003435 AUBNO |
| dc.subject.lcsh | Creep testing machines. |
| dc.subject.lcsh | Clay. |
| dc.title | Behaviour of a compacted silty clay under triaxial and creep testing conditions - by Stephan K. Saboundjian |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
