Consolidation of Soils Under Cyclic Loading
| dc.contributor.advisor | Wilson, Nyal E. | |
| dc.contributor.author | Elgohary, Mohamed Medhat | |
| dc.contributor.department | Civil Engineering | en_US |
| dc.date.accessioned | 2015-07-09T20:49:11Z | |
| dc.date.available | 2015-07-09T20:49:11Z | |
| dc.date.issued | 1973-03 | |
| dc.description.abstract | <p> A theoretical solution for the progress of consolidation of a saturated soil layer subjected to cyclic loading is obtained. A comparison between the theoretical solution and the experimental results of Kaolin samples consolidating under cyclic loadings is presented. </p> | en_US |
| dc.description.degree | Master of Engineering (MEngr) | en_US |
| dc.description.degreetype | Thesis | en_US |
| dc.identifier.uri | http://hdl.handle.net/11375/17705 | |
| dc.language.iso | en_US | en_US |
| dc.subject | consolidation, soil, cyclic loading, Kaolin | en_US |
| dc.title | Consolidation of Soils Under Cyclic Loading | en_US |
| dc.type | Thesis | en_US |