The ratio of unconfined compressive strength of undisturbed soil to the unconfined compressive strength of a soil in a remoulded state is called
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The ratio of unconfined compressive strength of undisturbed soil to the unconfined compressive strength of a soil in a remoulded state is called as sensitivity.
Sensitivity is the proportional to loss of solidarity with remoulding.
Strong soils after remoulding, lose a piece of shear quality. The loss of solidarity of earth soils from remoulding is caused basically by the obliteration of the dirt molecule structure that was created amid the first procedure of sedimentation and furthermore unsettling influence to water atoms in adsorbed layer.
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