A Comparative Slope Stability Analyses of Heavily Jointed Open-Pit Slopes Using 3d Limit Equilibrium and Finite Element Methods: a Case Study From Bingöl, Türkiye
| dc.authorid | Varol, Ogun Ozan/0000-0002-3546-3086 | |
| dc.authorscopusid | 57196475405 | |
| dc.authorscopusid | 7003701344 | |
| dc.authorscopusid | 35361586200 | |
| dc.authorwosid | Akin, Mutluhan/A-7969-2010 | |
| dc.authorwosid | Varol, Ogün/Aaq-4042-2021 | |
| dc.contributor.author | Varol, Ogun Ozan | |
| dc.contributor.author | Ayhan, Mustafa | |
| dc.contributor.author | Akin, Mutluhan | |
| dc.date.accessioned | 2025-05-10T17:23:04Z | |
| dc.date.available | 2025-05-10T17:23:04Z | |
| dc.date.issued | 2024 | |
| dc.department | T.C. Van Yüzüncü Yıl Üniversitesi | en_US |
| dc.department-temp | [Varol, Ogun Ozan] Van Yuzuncu Yil Univ, Dept Min Engn, Tusba, Van, Turkiye; [Ayhan, Mustafa] Dicle Univ, Dept Min Engn, Diyarbakir, Turkiye; [Akin, Mutluhan] Nevsehir Haci Bektas Veli Univ, Cappadocia Geol Heritage & Rock Hewn Struct Applic, Dept Geol Engn, Nevsehir, Turkiye | en_US |
| dc.description | Varol, Ogun Ozan/0000-0002-3546-3086 | en_US |
| dc.description.abstract | This study investigates the slope stability of Bing & ouml;l open-pit iron mine slopes using 3D limit equilibrium and finite element methods. The pit benches are 3 m wide and 6 m high, with an overall slope angle of 38 degrees. The geological composition comprises slightly to moderately weathered and heavily jointed phyllite, micaschist, and gneiss. Shear strength parameters were determined through back analyses of already failed sections using the Hoek-Brown failure criterion and Geological Strength Index (GSI). Factor of safety values for static and dynamic conditions were calculated using 3D limit equilibrium and 2D finite element analyses. Results show good agreement between the two methods, with benches in the northern section exhibiting a significant decrease in safety factor under dynamic conditions, indicating near-limit equilibrium slopes. | en_US |
| dc.description.sponsorship | Department of Scientific Research Projects of Dicle University, Diyarbakir, Turkiye [Muhendislik.20.004] | en_US |
| dc.description.sponsorship | This work was supported by the Department of Scientific Research Projects of Dicle University, Diyarbakir, Turkiye (Grand no: Muhendislik.20.004). We thank editor and three anonymous reviewers who provided constructive comments that helped improve the paper. | en_US |
| dc.description.woscitationindex | Emerging Sources Citation Index | |
| dc.identifier.doi | 10.1080/19386362.2024.2353461 | |
| dc.identifier.endpage | 643 | en_US |
| dc.identifier.issn | 1938-6362 | |
| dc.identifier.issn | 1939-7879 | |
| dc.identifier.issue | 6 | en_US |
| dc.identifier.scopus | 2-s2.0-85193012608 | |
| dc.identifier.scopusquality | Q2 | |
| dc.identifier.startpage | 623 | en_US |
| dc.identifier.uri | https://doi.org/10.1080/19386362.2024.2353461 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14720/10782 | |
| dc.identifier.volume | 18 | en_US |
| dc.identifier.wos | WOS:001222533400001 | |
| dc.identifier.wosquality | N/A | |
| dc.language.iso | en | en_US |
| dc.publisher | Taylor & Francis Ltd | en_US |
| dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.subject | 3D Limit Equilibrium Analysis | en_US |
| dc.subject | Slope Stability | en_US |
| dc.subject | Geological Strength Index | en_US |
| dc.subject | Finite Element Method | en_US |
| dc.subject | Heavily Jointed Rock Mass | en_US |
| dc.subject | Open Pit | en_US |
| dc.subject | Gsi | en_US |
| dc.subject | Back Analyses | en_US |
| dc.title | A Comparative Slope Stability Analyses of Heavily Jointed Open-Pit Slopes Using 3d Limit Equilibrium and Finite Element Methods: a Case Study From Bingöl, Türkiye | en_US |
| dc.type | Article | en_US |