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Modelling of Progressive and Instantaneous Failures of Foliated Rock Slopes

✍ Scribed by D. P. Adhikary; A. V. Dyskin

Book ID
106195825
Publisher
Springer
Year
2006
Tongue
English
Weight
416 KB
Volume
40
Category
Article
ISSN
0035-7448

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πŸ“œ SIMILAR VOLUMES

A numerical study of flexural buckling o
A numerical study of flexural buckling of foliated rock slopes
✍ D. P. Adhikary; H.-B. MΓΌhlhaus; A. V. Dyskin πŸ“‚ Article πŸ“… 2001 πŸ› John Wiley and Sons 🌐 English βš– 176 KB

## Abstract The occurrence of foliated rock masses is common in mining environment. Methods employing continuum approximation in describing the deformation of such rock masses possess a clear advantage over methods where each rock layer and each inter‐layer interface (joint) is explicitly modelled.

ANALYTICAL MODEL OF PROGRESSIVE SLOPE FA
ANALYTICAL MODEL OF PROGRESSIVE SLOPE FAILURE IN WASTE CONTAINMENT SYSTEMS
✍ GILBERT, R. B.; LONG, J. H.; MOSES, B E. πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 906 KB

The potential for progressive failure in waste containment systems is an important design consideration. Many common interfaces between components in containment systems exhibit strain-softening behaviour, however, slopes are presently designed using limit equilibrium methods that do not account for