Please use this identifier to cite or link to this item: https://ktisis.cut.ac.cy/handle/10488/7680
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dc.contributor.authorGriffiths, D.V.en
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.issued2012en
dc.identifier.citationInternational journal for numerical and analytical methods in geomechanics, 2012en
dc.identifier.issn03639061en
dc.identifier.urihttp://ktisis.cut.ac.cy/handle/10488/7680en
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
dc.formatpdfen
dc.language.isoenen
dc.publisherWileyen
dc.rights© 2012 John Wiley & Sons, Ltd.en
dc.subjectSlope stability (Soil mechanics)en
dc.subjectThree-dimensional display systemsen
dc.titleStability of earth slopes. Part II: Three dimensional analysis in closed-formen
dc.typeArticleen
dc.collaborationCyprus University of Technology-
dc.collaborationUniversity of Colorado-
dc.collaborationUniversity of Newcastle-
dc.journalsSubscription journal-
dc.reviewpeer reviewed-
dc.countryCyprus-
dc.countryUnited States-
dc.countryAustralia-
dc.identifier.doi10.1002/nag.2116en
dc.dept.handle123456789/148en
item.fulltextNo Fulltext-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.cerifentitytypePublications-
item.languageiso639-1en-
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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