The article describes methods of slope stability analysis employed in the study of various types of slopes. After stating the problem in terms of the limit equilibrium of a soil mass which must satisfy all the equations of equilibrium, the author presents the principal methods of calculation employed in the cases of circular and noncircular failure.
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US Army Waterways Exper Station,, Vicksburg, MS, USA, US Army Waterways Exper Station, Vicksburg, MS, USAUS Army Waterways Exper Station,, Vicksburg, MS, USA, US Army Waterways Exper Station, Vicksburg, MS, USA
Thorne, Colin R.
Osman, Akode M.
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US Army Waterways Exper Station,, Vicksburg, MS, USA, US Army Waterways Exper Station, Vicksburg, MS, USAUS Army Waterways Exper Station,, Vicksburg, MS, USA, US Army Waterways Exper Station, Vicksburg, MS, USA