Numerical modeling of rock failure
β Scribed by A. M. Kovrizhnykh
- Book ID
- 110553781
- Publisher
- Springer
- Year
- 2000
- Tongue
- English
- Weight
- 448 KB
- Volume
- 36
- Category
- Article
- ISSN
- 1573-8736
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Conventional numeric simulations of rock-fill dams are generally performed finite element method (FEM), in which the rock-fill body is treated as continuum material. But the rock-fill body possesses strong discontinuity and FEM based on continuum idealization cannot simulate its failure process. The
Recent advances in the characterization of complex rock slope deformation and failure using numerical techniques have demonstrated significant potential for furthering our understanding of both the mechanisms/processes involved and the associated risk. This paper illustrates how rock slope analyses