Question: A soil sample has a cohesion ( c ) of 1 0 kPa and an internal friction angle ( phi ) of 3 0

A soil sample has a cohesion (c) of 10 kPa and an internal friction angle (\phi ) of 30 degrees. Calculate the shear strength of the soil under a normal stress (\sigma n) of 50 kPa according to the Mohr-Coulomb failure criterion.

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