Use the Bishop-Morganstern slope stability tables to determine the factor of safety for an embankment slope where the following conditions apply:
• Slope height .
• Slope inclination horizontal to 1 vertical.
• Soil unit weight .
• Soil cohesion .
• Angle of internal friction = 20°
(a) when
(b) when
(c) Use the Barnes toe circle factors to solve part (b).
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