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
 
