Stability analysis of open-pit copper mine by use of numerical modelling methods

- Organization:
- The Institute of Materials, Minerals and Mining
- Pages:
- 8
- File Size:
- 4352 KB
- Publication Date:
- Aug 1, 1994
Abstract
Slope stability at the proposed mine in Rajasthan was analysed in two dimensions using a finite difference code. The properties of the rock material were determined in the laboratory and subsequently modified to approximate those of the in situ rock mass. Geotechnical mapping was undertaken to determine the critical orientation of structural discontinuities. The results of the work indicated that an open pit 148 m in depth would be stable with overall slope angles of 60 degrees
Citation
APA:
(1994) Stability analysis of open-pit copper mine by use of numerical modelling methodsMLA: Stability analysis of open-pit copper mine by use of numerical modelling methods. The Institute of Materials, Minerals and Mining, 1994.