A study on slope stability analysis of geosynthetic reinforced embankments

dc.contributor	Graduate Program in Civil Engineering.
dc.contributor.advisor	Güler, Erol.
dc.contributor.author	Ismeik, Muhannad.
dc.date.accessioned	2023-03-16T10:54:02Z
dc.date.available	2023-03-16T10:54:02Z
dc.date.issued	1992.
dc.identifier.other	CE 1992 Is5
dc.identifier.uri	http://digitalarchive.boun.edu.tr/handle/123456789/14172
dc.description.abstract	In 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.extent	30 cm.
dc.publisher	Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1992.
dc.relation	Includes appendices.
dc.relation	Includes appendices.
dc.subject.lcsh	Slopes (Soil mechanics)
dc.subject.lcsh	Embankments.
dc.subject.lcsh	Geosynthetics.
dc.subject.lcsh	Soil stabilization.
dc.title	A study on slope stability analysis of geosynthetic reinforced embankments
dc.format.pages	xix, 135 leaves;