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This video introduces the concept of consolidation settlement and teaches how to calculate it. It begins by discussing stresses on a bar with initial length L naught, which changes in length by DL when stress is applied. The stress-strain relationship is assumed to be linear elastic, with stress equal to the modulus of elasticity times strain. Strain is the change in length over the initial length, so the change in length is equal to the initial length times the stress divided by the modulus of elasticity. This calculation is then applied to a more complex scenario with a bar.
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