A study on slope stability analysis of geosynthetic reinforced embankments

Simple item page
dc.contributorGraduate Program in Civil Engineering.
dc.contributor.advisorGüler, Erol.
dc.contributor.authorIsmeik, Muhannad.
dc.date.accessioned2023-03-16T10:54:02Z
dc.date.available2023-03-16T10:54:02Z
dc.date.issued1992.
dc.description.abstractIn this study, the design problem of a geosynthetic reinforced slope embankment is discussed. The method proposed by the Federal Highway Administration, FHWA is followed, and its adequacy is checked. A computer program is developed which would design the slope of an embankment. The program has some searching routine to help to locate critical surfaces. The program prints the amount of reinforcements required as well as their distribution along the edge of the embankment.
dc.format.extent30 cm.
dc.format.pagesxix, 135 leaves;
dc.identifier.otherCE 1992 Is5
dc.identifier.urihttps://digitalarchive.library.bogazici.edu.tr/handle/123456789/14172
dc.publisherThesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1992.
dc.relationIncludes appendices.
dc.relationIncludes appendices.
dc.subject.lcshSlopes (Soil mechanics)
dc.subject.lcshEmbankments.
dc.subject.lcshGeosynthetics.
dc.subject.lcshSoil stabilization.
dc.titleA study on slope stability analysis of geosynthetic reinforced embankments

Files

Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
b1157123.016699.001.PDF
Size:
2.71 MB
Format:
Adobe Portable Document Format
Download

Collections

M.S. Theses