1. Ktisis Cyprus University of Technology
  2. Cyprus University of Technology (Research Output)
  3. Άρθρα/Articles
Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/4526
DC FieldValueLanguage
dc.contributor.authorGriffiths, D.V.-
dc.contributor.authorPantelidis, Lysandros-
dc.date2012en
dc.date.accessioned2014-07-08T08:22:49Z-
dc.date.accessioned2015-12-09T13:52:10Z-
dc.date.available2014-07-08T08:22:49Z-
dc.date.available2015-12-09T13:52:10Z-
dc.date.issued2012-
dc.identifier.citationJournal of Geotechnical and Geoenvironmental Engineering, 2012, Volume 138, Issue 9, Pages 1158-1160en_US
dc.identifier.issn10900241-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4526-
dc.descriptionThe writers wish to acknowledge the support of NSF Grant No. CMMI-0970122 on GOALI: Probabilistic Geomechanical Analysis in the Exploitation of Unconventional Resources for this research carried out at the Colorado School of Mines. The support of KGHM Cuprum, Wroclaw, Poland through the Framework 7 EU project on Industrial Risk Reduction is also recognized.en
dc.description.abstractTraditional slope stability analysis delivers the factor of safety with respect to shear strength, which is the factor by which tan phi' and c' must be reduced to bring a slope to the point of failure. In the present paper, alternative strategies are considered to include the factors by which destabilizing parameters, such as pore pressures and gravitational loads, must be increased to bring a slope to the point of failure. The approach described gives a more comprehensive insight into the stability of slopes and the sensitivity of failure to different input parameters. Finally, the practical use of the alternative factoring strategies is illustrated through two application examples referring to a slope under different loading combinations ( pore-pressure ratio and horizontal seismic coefficient).en
dc.description.sponsorshipNSF [CMMI-0970122], KGHM Cuprum, Wroclaw, Poland through the Framework 7 EU project on Industrial Risk Reductionen
dc.languageenen
dc.rightsASCE-
dc.subjectSlope stability-
dc.subjectFinite element method-
dc.subjectFactoring strategies-
dc.subjectFinite elements-
dc.subjectSafety factor-
dc.subjectSafety margin-
dc.subjectSafety-
dc.subjectShear strength-
dc.titleStability Assessment of Slopes Using Different Factoring Strategiesen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Coloradoen_US
dc.subject.categoryCivil Engineeringen
dc.journalsSubscription Journal-
dc.reviewpeer reviewed-
dc.countryCyprusen_US
dc.countryUnited Statesen_US
dc.subject.fieldEngineering and Technology-
dc.identifier.doi10.1061/(ASCE)GT.1943-5606.0000678en_US
dc.dept.handle123456789/148en
cut.common.academicyear2020-2021en_US
item.cerifentitytypePublications-
item.openairetypearticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextNo Fulltext-
item.grantfulltextnone-
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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