The effects of strength parameters on slope failure mechanisms in weak rocks

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dc.contributor.authorDinc, O.
dc.contributor.authorKaraca, Z.
dc.contributor.authorIsik, N.
dc.date.accessioned2025-01-27T21:00:06Z
dc.date.available2025-01-27T21:00:06Z
dc.date.issued2016
dc.departmentÇanakkale Onsekiz Mart Üniversitesi
dc.descriptionISRM International Symoposium on Rock Mechanics and Rock Engineering - From the Past to the Future -- AUG 29-31, 2016 -- Cappadocia, TURKEY
dc.description.abstractThis research project investigates the planar failure mechanisms of rock slopes by using PFC2D numerical code based on the distinct element methods. The aim of this work is to evaluate further the role of persistence of discontinuities (joints) that controls the planar failure mechanisms of slopes. Three types of rock materials were modeled by using bonded particle model procedures in PFC. The results show that the location of the rock bridges predominantly affect the failure mechanisms of rock slopes as well as the discontinuity length. All rock materials (e.g limestone, claystone and gypsum) with UCS values under 25 MPa, begin to fail initially by the tensile stresses around the rock bridge zones then those will eventually develop tension cracks.
dc.description.sponsorshipInt Soc Rock Mech
dc.description.sponsorshipScientific Research Council of Turkey (TUB.ITAK)
dc.description.sponsorshipThiswork had been financially supported by Scientific Research Council of Turkey (TUB.ITAK).
dc.identifier.endpage594
dc.identifier.isbn978-1-138-03350-4
dc.identifier.isbn978-1-138-03350-4
dc.identifier.scopus2-s2.0-85060970825
dc.identifier.scopusqualityN/A
dc.identifier.startpage591
dc.identifier.urihttps://hdl.handle.net/20.500.12428/26939
dc.identifier.wosWOS:000730816400094
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherCrc Press-Balkema
dc.relation.ispartofRock Mechanics and Rock Engineering: From The Past To The Future, Vol 1
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20250125
dc.subjectStep-Path Failure
dc.subjectModel
dc.titleThe effects of strength parameters on slope failure mechanisms in weak rocks
dc.typeConference Object

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