Plane strain consolidation

This problem examines a linear, two-dimensional consolidation case: the settlement history of a partially loaded strip of soil.

Most consolidation problems of practical interest are two- or three-dimensional, so that the one-dimensional solutions provided by Terzaghi consolidation theory are useful only as indicators of settlement magnitudes and rates. This particular case is chosen to illustrate two-dimensional consolidation because an exact solution is available (Gibson et al., 1970), thus providing verification of this capability in Abaqus.

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The Terzaghi consolidation problem

ProductsAbaqus/Standard