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

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

10.1007/s00603-006-0084-9

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Bibliographic Details
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
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Institution: National University of Singapore

Internet

http://scholarbank.nus.edu.sg/handle/10635/84521

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