Consolidated drained triaxial tests were conducted on three identical soil specimens with different cell pressures. At the failure the deviatoric stresses were measured as follows. Specimen No: 1 2 3 Cell Pressure (kPa): 50 100 150 Deviator stress at failure (kPa): 90 125 170 (i) Draw the necessary plots and determine the shear strength parameter(s) of the soil. (ii) Comment whether the soil is normally consolidated or overconsolidated.

answer:

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answer:

okay

explanation:

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