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Instability of open pit mine slopes often results from excessive hydrostatic pressure behind face; stability of cut slopes is analyzed by principles of soil mechanics; effect of uplift pressures on shear strength, piezometer and slope indicator measurements; example of slide and method of establishing shear zone location; problems of predicting instability of open pit slopes.
Instability of open pit mine slopes often results from excessive hydrostatic pressure behind face; stability of cut slopes is analyzed by principles of soil mechanics; effect of uplift pressures on shear strength, piezometer and slope indicator measurements; example of slide and method of establishing shear zone location; problems of predicting instability of open pit slopes.
Slope stabilization in open pit mining
Min Congress J
Wilson, S.D. (author)
1960
6 pages
Article (Journal)
English
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