Abstract
A computational model of foundation-bed deformation, which is based on the method of layer-by-layer summation with consideration of the components of the deviator S ij and spherical σ ij tensors, and the relationship between which is different at different points of the bed, is presented. Nonlinear dilatational strain of the soil over time is examined with consideration given to the change in degree of consolidation of the bearing layer of soil in the foundation bed owing to dilatancy.
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