Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/2827
DC FieldValueLanguage
dc.contributor.authorPantelidis, Lysandros-
dc.contributor.otherΠαντελίδης, Λύσανδρος-
dc.date.accessioned2015-06-08T08:31:01Z-
dc.date.accessioned2015-12-02T12:06:07Z-
dc.date.available2015-06-08T08:31:01Z-
dc.date.available2015-12-02T12:06:07Z-
dc.date.issued2011-
dc.identifier.citationGeorisk, 2011, Atlanta, Georgia, United States, 26-28 Juneen_US
dc.identifier.urihttps://hdl.handle.net/20.500.14279/2827-
dc.description.abstractIn this paper a landslide risk assessment system referring to highway embankments is proposed. The system in question consists of three stages, a) the quantitative attribution of the failure hazard of embankments, b) the calculation of geometric characteristics of a possible failure and c) the quantitative attribution of consequences. As regards to the first stage, the failure hazard derives from the drained condition of embankments and the influence that climatic conditions have on their stability; the latter being the most common landslide-triggering factor. The second stage is based on existing methods and models; allowing for application in Highway Engineering the proposed system provides an assessment of the failure extent with regard to roadway elements. Finally, the third stage fully distinguishes the consequences to traveler's safety from those to traffic flow. Correspondingly, there are two risk values, where, the highest one is chosen every time. Based on the last, an alertness condition is assigned accompanied by recommended actions.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© American Society of Civil Engineersen_US
dc.subjectGeohazardsen_US
dc.subjectRisk managementen_US
dc.subjectLandslidesen_US
dc.subjectHighways and roadsen_US
dc.subjectEmbankmentsen_US
dc.titleAn innovative landslide risk assessment system: application to highway embankmentsen_US
dc.typeConference Papersen_US
dc.collaborationUniversity of Coloradoen_US
dc.subject.categoryCivil Engineeringen_US
dc.reviewPeer Revieweden
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technologyen_US
dc.identifier.doi10.1061/41183(418)110en_US
dc.dept.handle123456789/54en
cut.common.academicyearemptyen_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.languageiso639-1en-
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-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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