Normally consolidated clay is soil that has not been subjected to pressures greater than its current effective stress, meaning it has not experienced significant past loading. In contrast, over-consolidated clay has been subjected to higher pressures in the past, leading to a lower current void ratio and a greater resistance to deformation. This results in over-consolidated clay having a higher strength and lower compressibility compared to normally consolidated clay. The difference in consolidation history impacts how each type of clay responds to loading and changes in moisture content.
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