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Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4593
DC FieldValueLanguage
dc.contributor.authorPantelidis, Lysandros-
dc.contributor.authorGravanis, Elias-
dc.contributor.authorGriffiths, D.V.-
dc.contributor.otherΠαντελίδης, Λύσανδρος-
dc.contributor.otherΓραβάνης, Ηλίας-
dc.date.accessioned2015-06-08T08:27:37Z-
dc.date.accessioned2015-12-09T14:03:11Z-
dc.date.available2015-06-08T08:27:37Z-
dc.date.available2015-12-09T14:03:11Z-
dc.date.issued2015-
dc.identifier.citationEngineering Geology for Society and Territory, 2015, Volume 2, Pages 1235-1238en_US
dc.identifier.isbn978-3-319-09057-3-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4593-
dc.description.abstractIn this work, the theory of random fields is used to account for the influence of spatial variability on slope reliability. Within this framework the friction coefficient along a discontinuity is treated as a Gaussian random field which is fully described by its mean value, standard deviation and spatial correlation length. The random field is simulated using the Local Average Subdivision (LAS) method. As shown by the examples presented herein, the spatial correlation of shear strength along a failure plane can have an important influence on slope performance, as expressed by the failure probability. This is a significant observation since ignoring the influence of spatial correlation in design may lead to non-conservative estimations of slope reliability. The planar mode of failure is considered.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.rights© Springer International Publishing Switzerlanden_US
dc.subjectRandom fieldsen_US
dc.subjectRock slopeen_US
dc.subjectLocal average subdivisionen_US
dc.subjectSpatial variabilityen_US
dc.subjectSlope reliabilityen_US
dc.titleInfluence of spatial variability on rock slope reliability using 1-D random fieldsen_US
dc.typeBook Chapteren_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Coloradoen_US
dc.collaborationNewcastle Universityen_US
dc.subject.categoryEnvironmental Engineeringen_US
dc.reviewPeer Revieweden
dc.countryCyprusen_US
dc.countryUnited Statesen_US
dc.countryAustraliaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.identifier.doi10.1007/978-3-319-09057-3_216en_US
dc.dept.handle123456789/148en
cut.common.academicyearemptyen_US
item.fulltextNo Fulltext-
item.cerifentitytypePublications-
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_3248-
item.openairetypebookPart-
item.languageiso639-1en-
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.orcid0000-0002-5331-6661-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Κεφάλαια βιβλίων/Book chapters
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