Determine normal and shear stresses on a plane inclined

Reference no: EM13317689

A cylindrical specimen of soil is compressed by an axial principal stress of 500 kPa and a radial principal stress of 200 kPa. Plot Mohr's circle of stress and determine (a) the maximum shear stress and (b) the normal and shear stresses on a plane inclined at 30 degrees counterclockwise from the horizontal.

Reference no: EM13317689

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