Analysis of critical excavation depth for a jointed rock slope using a face-to-face discrete element method

• Main Authors: Li, S.H., Wang, J.G., Liu, B.S., Dong, D.P.
• Other Authors: CIVIL ENGINEERING
• Format: Article
• Published: 2014
• Subjects: Critical excavation depth; Discontinuity; Face-to-face DEM; Joint configuration; Limit equilibrium method; Slope stability
• Online Access: http://scholarbank.nus.edu.sg/handle/10635/84521
• Institution: National University of Singapore

10.1007/s00603-006-0084-9