Seepage and stability analysis of earth dams

dc.contributor.authorMahgerefteh, Khosrowen
dc.contributor.departmentCivil Engineeringen
dc.date.accessioned2016-01-21T18:05:26Zen
dc.date.available2016-01-21T18:05:26Zen
dc.date.issued1979en
dc.description.abstractIn general, all water retaining structures are subjected to seepage through or under their embankments. If the seepage is not controlled, structural failure is certain. The object of this project is to present a review of the seepage problems and stability considerations involved in the analysis of earth dams. It contains a review of the seepage characteristics of soils and their effects on earth embankments. The problem resulting from seepage and different methods for controlling seepage are fully discussed. Because many uncertainties remain, the stability of the embankment must be determined. Four different methods are presented for analysis of earth embankments to determine their factor of safety against stability failure.en
dc.description.degreeMaster of Engineeringen
dc.format.extentix, 109, [1] leavesen
dc.format.mimetypeapplication/pdfen
dc.identifier.urihttp://hdl.handle.net/10919/64487en
dc.language.isoen_USen
dc.publisherVirginia Polytechnic Institute and State Universityen
dc.relation.isformatofOCLC# 5593592en
dc.rightsIn Copyrighten
dc.rights.urihttp://rightsstatements.org/vocab/InC/1.0/en
dc.subject.lccLD5655.V851 1979.M343en
dc.subject.lcshEarth damsen
dc.titleSeepage and stability analysis of earth damsen
dc.typeMaster's projecten
dc.type.dcmitypeTexten
thesis.degree.disciplineCivil Engineeringen
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen
thesis.degree.levelmastersen
thesis.degree.nameMaster of Engineeringen

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