Find the undrained and drained friction angles for the soil

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Reference no: EM131373596

A clay sample was consolidated in a triaxial test chamber under an all-around confining pressure of 152 kN/m². The sample was then loaded to failure in undrained condition by applying an additional axial stress of 193 kN/m². A pore water pressure sensor recorded an excess pore pressure, (µ_d)_f = 27.6 kN/m² at failure. Determine the undrained and drained friction angles for the soil.

Reference no: EM131373596

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