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- W1536884782 abstract "The stability of the slopes of an open-pit copper mine was analysed in two dimensions with the use of 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 of the open-pit slopes. Geotechnical mapping was undertaken to determine the critical orientation of structural discontinuities. The results of the numerical modeling work indicated that an open-pit 148 m in depth would be stable with overall slope angles of 60°." @default.
- W1536884782 created "2016-06-24" @default.
- W1536884782 date "1995-04-01" @default.
- W1536884782 modified "2023-09-26" @default.
- W1536884782 title "Stability analysis of open-pit copper mine by use of numerical modelling methods" @default.
- W1536884782 doi "https://doi.org/10.1016/0148-9062(95)90219-u" @default.
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