A new stability approach using probabilistic profile along direction of excavation

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dc.authorid0000-0002-9908-5387
dc.authorid0000-0003-4393-9870
dc.authorid0000-0002-5331-907X
dc.contributor.authorTuranboy, A.
dc.contributor.authorÜlker, E.
dc.contributor.authorKüçüksütçü, C. Burak.
dc.date.accessioned2020-03-26T20:20:05Z
dc.date.available2020-03-26T20:20:05Z
dc.date.issued2020
dc.departmentSelçuk Üniversitesi, Mühendislik Fakültesi, Bilgisayar Mühendisliği Bölümüen_US
dc.description.abstractEstimation of the possible instability that may be encountered in the excavation slope(s) during the planning and application steps of the rock excavation processes is an important issue in geoengineering. In this paper, a modelling method is presented for assessing the probability of wedge failure involving new permanent or temporary slope(s) along the planned excavation direction. The geostructural rock slopes including wedge blocks are determined geometrically in the first step. Here, a structural data analysis system that includes a series of filterings, sortings, and linear equations used to reveal the necessary geometric conditions for the wedge form is developed and used. The second step involves the 3D visualization and Factor of Safety (FS) using the limit equilibrium analysis of wedges on both the actual and planned new excavation surfaces. The last step is the Monte Carlo simulation, which is used in assessing the instabilities on the actual and planned new excavation surfaces. These new slope surfaces that have not yet been excavated are called the virtual structures. As a result of this work, the mean and probabilistic FS variations in the planned excavation direction are obtained as profiles. We suggest the preliminary guidelines for the mean and probability of the wedge failure in the excavation direction. The model is tested on a motorway cut slope. The FS results obtained from the Monte Carlo simulation calculations are compared with the mean results and the changes are revealed with the reasons.en_US
dc.description.sponsorshipScientific and Technological Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [7160002]en_US
dc.description.sponsorshipThis work was supported by the Scientific and Technological Research Council of Turkey (TUBITAK) (Grant number: 7160002).en_US
dc.identifier.citationTuranboy, A., Ülker, E., Küçüksütçü, C. B. (2020). A New Stability Approach Using Probabilistic Profile along Direction of Excavation. Journal of Mining and Environment (JME), 11(1), 1-20.
dc.identifier.doi10.22044/jme.2020.8947.1781en_US
dc.identifier.endpage20en_US
dc.identifier.issn2251-8592en_US
dc.identifier.issn2251-8606en_US
dc.identifier.issue1en_US
dc.identifier.pmid#YOKen_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://dx.doi.org/10.22044/jme.2020.8947.1781
dc.identifier.urihttps://hdl.handle.net/20.500.12395/38497
dc.identifier.volume11en_US
dc.identifier.wosWOS:000513830100001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.institutionauthorKüçüksütçü, C. Burak.
dc.language.isoenen_US
dc.publisherSHAHROOD UNIV TECHNOLOGYen_US
dc.relation.ispartofJOURNAL OF MINING AND ENVIRONMENTen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.selcuk20240510_oaigen_US
dc.subjectWedge failuresen_US
dc.subjectData analysesen_US
dc.subjectVisual representationsen_US
dc.subjectMonte Carlo simulationen_US
dc.titleA new stability approach using probabilistic profile along direction of excavationen_US
dc.typeArticleen_US

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