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Πεδίο DCΤιμήΓλώσσα
dc.contributor.authorGriffiths, D.V.-
dc.contributor.authorPantelidis, Lysandros-
dc.contributor.authorGriffiths, D.V.-
dc.contributor.otherΠαντελίδης, Λύσανδρος-
dc.date.accessioned2013-03-06T16:20:56Zen
dc.date.accessioned2013-05-17T10:30:27Z-
dc.date.accessioned2015-12-09T13:51:56Z-
dc.date.available2013-03-06T16:20:56Zen
dc.date.available2013-05-17T10:30:27Z-
dc.date.available2015-12-09T13:51:56Z-
dc.date.issued2012-
dc.identifier.citationInternational journal for numerical and analytical methods in geomechanics, 2012en_US
dc.identifier.issn03639061-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4487-
dc.description.abstractA closed-form stability analysis of earth slopes performed in 3D is proposed. The sliding surface is assumed spherical and treated as a rigid body allowing the internal state of stress to be ignored. The proposed closed-formed solution (CFS) 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 loading. Although it is recognized that the critical failure surface is often non-spherical, the CFS methodology for spheres described herein provides an objective tool for the evaluation of the assumptions made by other limit equilibrium methods including the role of intercolumn forces.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© 2012 John Wiley & Sons, Ltd.en_US
dc.subjectSlope stability (Soil mechanics)en_US
dc.subjectThree-dimensional display systemsen_US
dc.titleStability of earth slopes. Part II: Three 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.categoryOther Engineering and Technologiesen_US
dc.reviewpeer reviewed-
dc.countryCyprusen_US
dc.countryUnited Statesen_US
dc.countryAustraliaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.identifier.doi10.1002/nag.2116en_US
dc.dept.handle123456789/148en
cut.common.academicyearemptyen_US
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.openairetypearticle-
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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