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Runout analysis and mobility observations for large open pit slope failures
Author(s) -
John Whittall,
Erik Eberhardt,
Scott McDougall
Publication year - 2016
Publication title -
canadian geotechnical journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.032
H-Index - 118
eISSN - 1208-6010
pISSN - 0008-3674
DOI - 10.1139/cgj-2016-0255
Subject(s) - geology , geotechnical engineering , landslide , friction angle , open pit mining , slope stability , slope failure , rock mass classification , mass wasting , surface finish , mass movement , magnetic dip , mining engineering , engineering , mechanical engineering , geophysics
Objectively forecasting the runout of a potential open pit slope failure, in addition to identifying the failure itself, is a critical component of a mine’s risk management plan. Recent losses arising from large open pit slope failures demonstrate shortcomings in current practice. A dataset of 105 pit slope failures was compiled to compare open pit runout trends against established empirical runout relationships for natural landslides. Fahrboschung angle versus volume and Fahrboschung angle versus slope angle relationships provide reasonable runout estimates. Open pit slopes have the advantage of removing the influence of morphological features, vegetation, and liquefiable substrates while controlling the travel path angle and roughness. In such a controlled environment, landslide mobility has a strong sensitivity to slope angle, material properties, and fall height, and is only modestly sensitive to volume. A grouping of highly mobile open pit slope cases involving weathered, saturated, collapsible rock ...

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