Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4481
DC FieldValueLanguage
dc.contributor.authorPantelidis, Lysandros-
dc.contributor.authorGriffiths, D.V.-
dc.contributor.authorPantelidis, Lysandros-
dc.date.accessioned2013-03-06T16:21:38Zen
dc.date.accessioned2013-05-17T10:30:28Z-
dc.date.accessioned2015-12-09T13:51:55Z-
dc.date.available2013-03-06T16:21:38Zen
dc.date.available2013-05-17T10:30:28Z-
dc.date.available2015-12-09T13:51:55Z-
dc.date.issued2012-07-24-
dc.identifier.citationInternational Journal for Numerical and Analytical Methods in Geomechanics, 2012en_US
dc.identifier.issn10969853-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4481-
dc.description.abstractA closed-form solution (CFS) satisfying both equilibrium of moments and forces for the stability analysis of earth slopes in 2D is proposed. The sliding surface is assumed circular and treated as a rigid body, allowing the internal state of stress to be ignored. The proposed solution can be applied to both homogenous and non-homogenous slopes of either simple or complex geometry, and can also deal with any kind of additional oading. The method is based on the fact that, all possible forces acting on the slope can be projected onto the failure surface where they are broken into driving and resisting ones. Comparison of the safety factors obtained by the proposed CFS and those obtained by traditional limit equilibrium methods, as applied to several test examples, indicates that the proposed method is more conservative, whereas moreover, it gives a more realistic point of view for the formation of tension crack in slopes.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofInternational Journal for Numerical and Analytical Methods in Geomechanicsen_US
dc.rights© 2012 Wileyen_US
dc.subjectSlope stability (Soil mechanics)en_US
dc.subjectTwo-dimensional digital signal processingen_US
dc.titleStability of Earth Slopes. Part I: Two-dimensional Analysis in Closed-formen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Coloradoen_US
dc.collaborationNewcastle Universityen_US
dc.subject.categoryMechanical Engineeringen_US
dc.journalsSubscriptionen_US
dc.reviewpeer reviewed-
dc.countryCyprusen_US
dc.countryUnited Statesen_US
dc.countryAustraliaen_US
dc.subject.fieldSocial Sciencesen_US
dc.identifier.doi10.1002/nag.2118en_US
dc.dept.handle123456789/148en
cut.common.academicyear2011-2012en_US
item.grantfulltextnone-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.fulltextNo Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0001-5979-6937-
crisitem.author.orcid0000-0001-5979-6937-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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