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/20.500.14279/4538
DC FieldValueLanguage
dc.contributor.authorPantelidis, Lysandros-
dc.contributor.authorPsaltou, Emmanouil-
dc.date.accessioned2015-06-05T11:03:02Z-
dc.date.accessioned2015-12-09T13:52:13Z-
dc.date.available2015-06-05T11:03:02Z-
dc.date.available2015-12-09T13:52:13Z-
dc.date.issued2012-07-
dc.identifier.citationInternational Journal of Geotechnical Engineering, 2012, vol. 6, no. 3, pp. 381-394en_US
dc.identifier.issn19387879-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/4538-
dc.description.abstractSeven decades after the proposal of the first stability charts by Taylor (1937) many things have changed regarding the design and stability analysis of man-made slopes. High earth slopes with complex geometry (e.g. with benches) are often met in modern design practices, the stability analysis of which is based exclusively on relevant software. Despite of the wide use of computers in geotechnical engineering, stability charts and tables have been proved to be very useful in preliminary design and in checking software outcomes. Motivated by the above considerations, stability tables referring to homogeneous earth slopes with benches have been proposed. The tables in question deal with slopes having gradient 1:2, 1:1 or 2:1 (V:H) and 3- or 4-meter wide benches every 8 or 10m of slope height. The influence of groundwater on stability of slopes is also taken into account through the pore pressure ratio. In total, 2592 solutions were carried out using SLIDE™en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofInternational Journal of Geotechnical Engineeringen_US
dc.rights© J. Ross Publishing, Inc.en_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-sa/3.0/us/*
dc.subjectSlope stabilityen_US
dc.subjectStability chartsen_US
dc.subjectSafety factoren_US
dc.subjectCuttingsen_US
dc.subjectEmbankmentsen_US
dc.subjectBenched slopesen_US
dc.titleStability tables for homogeneous earth slopes with benchesen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationInternational Hellenic Universityen_US
dc.subject.categoryEnvironmental Engineeringen_US
dc.journalsSubscriptionen_US
dc.reviewPeer Revieweden
dc.countryCyprusen_US
dc.countryGreeceen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.3328/IJGE.2012.06.03.381-394en_US
dc.dept.handle123456789/148en
dc.relation.issue3en_US
dc.relation.volume6en_US
cut.common.academicyear2012-2013en_US
dc.identifier.spage381en_US
dc.identifier.epage394en_US
item.grantfulltextnone-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextNo Fulltext-
item.languageiso639-1en-
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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