The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and c

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The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and c

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The following data are from a direct shear test on an undisturbed soil sample. Represent the data by a Mohr Circle and compute the principal stresses and direction of principal planes: Normal pressure = 16.2 kN/m²; Tangential pressure = 14.4 kN/m², Angle of internal friction = 24"; C = 7.2 kN/m².
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