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The results of two drained traxial tests on a saturated clay follows Specimen I ?3 =...

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Civil Engineering

The results of two drained traxial tests on a saturated clayfollows Specimen I ?3 = 115 kN/m² , (Δ?? )? = 230 kN/m² Specimen II?3 = 220 kN/m² , (Δ?? )? = 410 kN/m² Determine the shear strengthparameters.

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