Question: solve ? The unconfined cylindrical soil sample shown fails when subjected to an axial 150 kPa stress of 150 kPa. If the angle of internal

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? The unconfined cylindrical soil sample shown fails when subjected to an axial 150 kPa stress of 150 kPa. If the angle of internal friction is equal to zero, what is most nearly the cohesion of the soil? A O B 20 kPa 40 kPa D 75 kPa

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