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A 10m high embankment is proposed using local soil 3 having properties, c20 kN/m², (4) 20°, and y of 17 kN/m³. Analyze the slope against slope angle of 40°.
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A 10m high embankment is proposed using local soil 3 having properties, c20 kN/m², (4) 20°, and y of 17 kN/m³. Analyze the slope against slope angle of 40°.
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