Application of Powell's conjugate direction method to slope stability analysis
| dc.contributor.advisor | DeNatale, J. S. | en_US |
| dc.contributor.author | Abifadel, Nassim Riyad, 1964- | |
| dc.creator | Abifadel, Nassim Riyad, 1964- | en_US |
| dc.date.accessioned | 2013-03-28T10:12:23Z | |
| dc.date.available | 2013-03-28T10:12:23Z | |
| dc.date.issued | 1988 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10150/276652 | |
| dc.description.abstract | Slope stability problems often arise in construction engineering projects. They are major problems in dams construction and mines excavation. For the purpose of improving the efficiency of slope stability analysis, the optimization method suggested by Powell (1964) is used to locate the critical failure surface. The reader should bear in mind the possibility of applying optimization to a wide variety of different civil engineering problems. | |
| dc.language.iso | en_US | en_US |
| dc.publisher | The University of Arizona. | en_US |
| dc.rights | Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author. | en_US |
| dc.subject | Slopes (Soil mechanics) -- Stability. | en_US |
| dc.subject | Soil mechanics. | en_US |
| dc.title | Application of Powell's conjugate direction method to slope stability analysis | en_US |
| dc.type | text | en_US |
| dc.type | Thesis-Reproduction (electronic) | en_US |
| dc.identifier.oclc | 20283326 | en_US |
| thesis.degree.grantor | University of Arizona | en_US |
| thesis.degree.level | masters | en_US |
| dc.identifier.proquest | 1333221 | en_US |
| thesis.degree.discipline | Graduate College | en_US |
| thesis.degree.discipline | Civil Engineering | en_US |
| thesis.degree.name | M.S. | en_US |
| dc.identifier.bibrecord | .b16963465 | en_US |
| refterms.dateFOA | 2018-08-27T08:39:06Z | |
| html.description.abstract | Slope stability problems often arise in construction engineering projects. They are major problems in dams construction and mines excavation. For the purpose of improving the efficiency of slope stability analysis, the optimization method suggested by Powell (1964) is used to locate the critical failure surface. The reader should bear in mind the possibility of applying optimization to a wide variety of different civil engineering problems. |
