(F1) the internal friction angle is zero and the cohesion is 0.90 kg/cm2
Show the values applied at the time of fracture of the soil sample on the mhor circle, when the cell pressure is 2kg/cm2 in a triaxial unconsolidated and undrained experiment on a clayey soil with
If the initial diameter of the ground sample is 5 cm, the height is 10 cm, and at the time of breaking 10 cm.