An unconfined compression test was performed on an undisturbed sample of normally
consolidated clay, having a diameter of 3.75cm and 7.5cm height, faiure occurred under a vertical
compressive load of 116.3 kg. The axial deformation recorded at failre was 0.9cm. A remoulded sample
of the same soil failed under a compressive load of 68.2 kg and the corresponding axial deformation ws
1.15cm. Determine the unconfined strenght and cohesion of the soil in the undisturbed as well as
remoulded state..Also determine the sensitivity of the soil and hence clasify it accordingly.
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