Key-block based analytical stability method for discontinuous rock slope subjected to toppling failure

Azarafza M., AKGÜN H., Ghazifard A., Asghari-Kaljahi E.

Computers and Geotechnics, cilt.124, 2020 (SCI-Expanded, Scopus)

• Yayın Türü: Makale / Tam Makale
• Cilt numarası: 124
• Basım Tarihi: 2020
• Doi Numarası: 10.1016/j.compgeo.2020.103620
• Dergi Adı: Computers and Geotechnics
• Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aerospace Database, Agricultural & Environmental Science Database, Applied Science & Technology Source, Aquatic Science & Fisheries Abstracts (ASFA), Communication Abstracts, Compendex, Computer & Applied Sciences, Geobase, INSPEC, Metadex, DIALNET, Civil Engineering Abstracts
• Anahtar Kelimeler: Discontinuous rock slope, Key block theory, Python, Stability analysis, Toppling failure, UDEC
• Orta Doğu Teknik Üniversitesi Adresli: Evet