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dc.contributor.authorPantelidis, Lysandros-
dc.date.accessioned2015-06-08T06:20:08Z-
dc.date.accessioned2015-12-02T09:05:12Z-
dc.date.available2015-06-08T06:20:08Z-
dc.date.available2015-12-02T09:05:12Z-
dc.date.issued2010-
dc.identifier.citationGeomechanics and Geoengineering: An International Journal, 2010, vol. 5, no. 3, pp. 179-186en_US
dc.identifier.issn17486025-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/1266-
dc.description.abstractInstabilities that follow the pattern of local translational sliding are rather common along old highway embankments founded on natural slopes, mainly in mountainous terrains. In this paper a semi-analytical model for the determination of the vertical settlement of crest of non-cohesive road embankments founded on sloping ground is presented. The model is based on the principal of conservation of energy, where the change of the potential energy of the sliding mass between its initial and final position is taken as equal to the energy dissipated in deformation, that is, in grain to grain friction inside the body of the embankment and along its base. According to the proposed methodology, the vertical settlement Δy of crest results proportionally to the deformation velocity of embankment mass. The mean value of the maximum velocities of embankment grains acquired during sliding is used. The last is obtained from a proposed empirical diagram, the magnitude of which depends on the embankment height, the gradient of natural base and the unit weight and particle size distribution of the embankment material.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofGeomechanics and Geoengineeringen_US
dc.rights© Taylor & Francisen_US
dc.subjectRoad embankmenten_US
dc.subjectVertical settlementen_US
dc.subjectSloping grounden_US
dc.subjectRheological modelen_US
dc.subjectLocal failureen_US
dc.subjectTranslational slidingen_US
dc.titleSemi-analytical model for the determination of vertical settlement of crest of road embankments founded on sloping grounden_US
dc.typeArticleen_US
dc.collaborationAristotle University of Thessalonikien_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsSubscriptionen_US
dc.reviewPeer Revieweden
dc.countryGreeceen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1080/17486020903576200en_US
dc.dept.handle123456789/54en
dc.relation.issue3en_US
dc.relation.volume5en_US
cut.common.academicyear2009-2010en_US
dc.identifier.spage179en_US
dc.identifier.epage186en_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn1748-6033-
crisitem.journal.publisherTaylor & Francis-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0001-5979-6937-
crisitem.author.parentorgFaculty of Engineering and Technology-
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