The result of two consolidated-drained triaxial tests on a clay are given below: Chamber Specimen Pressure, Deviator Str
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The result of two consolidated-drained triaxial tests on a clay are given below: Chamber Specimen Pressure, Deviator Str
The result of two consolidated-drained triaxial tests on a clay are given below: Chamber Specimen Pressure, Deviator Stress, Δσα 03 (kPa) (kPa) 1 105 220 2 210 400 Plot the Mohr's Circle per specimen and determine the shear strength parameters (c and d) of the soil.
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