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This video tutorial introduces the concept of consolidation settlement and how to calculate it. It starts by examining stresses on a bar, with an initial length L naught and stress causing a change in length by DL. The material is assumed to have a linear elastic relationship between stress and strain with a modulus of elasticity E. The relationship is stress = E x strain, or strain = stress/E. The change in length is calculated as initial length x strain = initial length x stress/E. Then it delves into a more complex case involving a bar.