Abstract

The reliability of determining the modulus of general soil deformation directly affects the forecast of the final foundation settlement. Since the calculation of the 2-group ultimate conditions of the foundation bases is crucial in determining the size of the foundations, the solution of this issue is very relevant. In this article, based on the analysis of the conditions of interaction of the system "soil base-foundation", the ways of increasing the reliability of determining the modulus of the general deformation of soil layers in the depth of the compressible thickness are considered.

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