a cylindrical specimen of a saturated soil fails


A cylindrical specimen of a saturated soil fails under an axial stress 150 kN/m2 in an unconfined compression test. The failure plane makes an angle of 52° with the horizontal.

Measure the cohesion and angle of internal friction of the soil

 

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Civil Engineering: a cylindrical specimen of a saturated soil fails
Reference No:- TGS0330193

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