An approach for the probability of wedge failure in the excavation direction

dc.contributor.authorTuranboy A.
dc.contributor.authorÜlker E.
dc.contributor.authorKüçüksütçü C.B.
dc.date.accessioned2020-03-26T20:11:43Z
dc.date.available2020-03-26T20:11:43Z
dc.date.issued2018
dc.departmentSelçuk Üniversitesien_US
dc.descriptionEuropean Rock Mechanics Symposium, EUROCK 2018 -- 22 May 2018 through 26 May 2018 -- 221169en_US
dc.description.abstractThis paper aims to show the results of a methodology used in the analysis of rock slopes in terms of wedge failures based on assumed new surfaces in the excavation direction that links a well-developed database structure, visual representations, basic limit equilibrium analysis and statistical analyses. The method presented here is intended to clarify the complexity of the structure of rock slopes that include wedge blocks in the first step of the model. The structural data analyses used here consist of a series of sorting and filtering processes for which the raw data are derived from scan-line surveys in this step. In the second step, visual representations, spatial variability, size distributions. The last step of the developed model includes Monte Carlo simulation (MCs), which is devoted to assessing the instabilities of rock slopes based on actual and planned new excavation surfaces, which are named the Hypothetical Excavation Surfaces (HES) of the rock slopes. The developed model has been tested on a highway slope as a field experiment. The experimental slope has seemed to be unstable during an assumed excavation according to the results of the analyses. © 2018 Taylor & Francis Group, London.en_US
dc.identifier.endpage678en_US
dc.identifier.isbn9.78114E+12
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage673en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12395/37169
dc.identifier.wosWOS:000570546600228en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherCRC Press/Balkemaen_US
dc.relation.ispartofGeomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics Symposium, EUROCK 2018en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectData analysesen_US
dc.subjectMonte Carlo simulationsen_US
dc.subjectVisual representationsen_US
dc.subjectWedge failuresen_US
dc.titleAn approach for the probability of wedge failure in the excavation directionen_US
dc.typeConference Objecten_US

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