The consolidation process of a clay layer of 4 meter, Mechanical Engineering

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The consolidation process of a clay layer of 4 meter

The consolidation process of a clay layer of 4 meter thickness is solved by a numerical procedure. The consolidation coefficient of the clay is c_v= 10^-6 m² /s. The layer is subdivided into 20 small layers. What is the maximum allowable magnitude of the time step?

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Mechanical Engineering: The consolidation process of a clay layer of 4 meter

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