(a) Using the Barnes slope stability tables, determine the steepest slope angle that provides a factor of safety of 1.20 for an earth embankment where the slope geometry and soil properties are as follows:
• Slope height .
• Soil unit weight .
• Angle of internal friction .
• Cohesion c = 15 kpa.
• ru= 0 .
(b) Use the same conditions as for rupart (a) except the weighted value for .ֹ
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