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Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/17705
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DC FieldValueLanguage
dc.contributor.advisorWilson, Nyal E.-
dc.contributor.authorElgohary, Mohamed Medhat-
dc.date.accessioned2015-07-09T20:49:11Z-
dc.date.available2015-07-09T20:49:11Z-
dc.date.issued1973-03-
dc.identifier.urihttp://hdl.handle.net/11375/17705-
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.language.isoen_USen_US
dc.subjectconsolidation, soil, cyclic loading, Kaolinen_US
dc.titleConsolidation of Soils Under Cyclic Loadingen_US
dc.typeThesisen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreetypeThesisen_US
dc.description.degreeMaster of Engineering (MEngr)en_US
Appears in Collections:Open Access Dissertations and Theses

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