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-Reference-Cited by-同舟云学术

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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

Published:2024-05-14 Issue: Volume: Page:1-21
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Varol Ogün Ozan¹^ORCID,Ayhan Mustafa²^ORCID,Akin Mutluhan³^ORCID

Affiliation:

1. Department of Mining Engineering, Van Yuzuncu Yil University, Tuşba, Van, Türkiye

2. Department of Mining Engineering, Dicle University, Diyarbakir, Türkiye

3. Department of Geology Engineering, Cappadocia Geological Heritage and Rock-Hewn Structures Application and Research Center, Nevsehir Haci Bektas Veli University, Nevsehir, Türkiye

Funder

Department of Scientific Research Projects of Dicle University, Diyarbakir

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2024.2353461

Reference52 articles.

1. AFAD. 2020. 14 Haziran 2020 Karlıova (Bingöl) Mw 5.7 Depremine ilişkin Ön Değerlendirme Raporu, 12.

2. AFAD. 2021. Türkiye Deprem Haritası [Map]. https://deprem.afad.gov.tr/deprem-tehlike-haritasi.

3. Slope Stability Problems and Back Analysis in Heavily Jointed Rock Mass: A Case Study from Manisa, Turkey

5. The Q-Slope Method for Rock Slope Engineering

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