The assessment of slope stability and rock excavatability in a limestone quarry
The aim of this study is to evaluate the stability and excavatability of newly stripped rock slopes (slope 1 (SN–1), slope 2 (SN–2), and slope 3 (SN–3)) in a limestone quarry. These are new production sites with comparable geological formations along the southern part of the quarry where three plana...
- Autores:
-
Karaman, Kadir
Ercikdi, Bayram
Kesimal, Ayhan
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2013
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/70998
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/70998
http://bdigital.unal.edu.co/35468/
http://bdigital.unal.edu.co/35468/2/
- Palabra clave:
- Rock slope stability
Kinematic analysis
Slope stability probability classification (SSPC)
Slope mass rating (SMR)
Excavatability
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional