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

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

Expert Solution

Ally Wells answered 8 months ago

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