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- W127965259 abstract "ABSTRACT Field investigation and slope stability analysis of the Bearpaw Mountains gravity slide indicate that the slope failure would not have occurred if the strength along the failure surface was as high as the reported minimum residual strength of the Colorado Shale (τ r = 0; ϕ r = 6.7°). Stability analysis predicts slope failure and gravity sliding along a sole fault in the Colorado Shale for the following conditions: (1) if failure occurred along a very low-strength seam in the Colorado Shale – in this case failure is predicted to have occurred relatively early in the volcanic history; (2) if failure along a sole fault was preceded by a period of creep-like deformation during which the strength along a potential failure plane in the Colorado Shale was mechanically reduced – in this case failure is predicted to have occurred over a period of time during the emplacement of the volcanic rocks; and (3) if the entire displacement was accomplished by steady-state creep in a low-viscosity section in the Colorado Shale – in this case failure is predicted to have occurred over a period of time late in the volcanic history. The transport mechanisms involve different geologic histories in terms of time and duration of movement. Additional subdivision and mapping of the volcanic rocks in the Bearpaw Mountains, such as has been done by Hearn (1974), may provide information to further evaluate these mechanisms." @default.
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- W127965259 date "1978-01-01" @default.
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- W127965259 title "Bearpaw Mountains Rockslide, Montana, U.S.A." @default.
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- W127965259 doi "https://doi.org/10.1016/b978-0-444-41507-3.50019-2" @default.
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