A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analyses of pit slides in some incompetent rocks
Twenty-two pit slides that occurred in 2 Canadian open pit mining properties are analyzed; results of laboratory tests of rocks and description of geological environment; slides seem to be predictable by using established theory; appropriate slope angle should vary with height of wall; in addition if general groundwater level around open pit can be reduced, appropriate slope angles of walls could then be increased by determinable amount.
Analyses of pit slides in some incompetent rocks
Twenty-two pit slides that occurred in 2 Canadian open pit mining properties are analyzed; results of laboratory tests of rocks and description of geological environment; slides seem to be predictable by using established theory; appropriate slope angle should vary with height of wall; in addition if general groundwater level around open pit can be reduced, appropriate slope angles of walls could then be increased by determinable amount.
Analyses of pit slides in some incompetent rocks
Soc Min Engrs -- Trans
Coates, D.F. (author) / McRorie, K.L. (author) / Stubbins, J.B. (author)
1963
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Some analyses of the Roesgrenda quick clay slides
| British Library Conference Proceedings | 2005
| British Library Online Contents | 1998
| Elsevier | 1991