NONLINEAR PROBLEMS OF COMPACTION ELASTICALLY REPENS SOIL
Replacement linear law non-linear relationships between stresses and strains is the essence of physical nonlinearity. To address these issues for the first time engaged in a V.A. Florin [1], one of the founders of soil mechanics. In his works, using the equations of nonlinear creep theory proposed by N.X. Harutyunyan [2] gives the basic equation of one-dimensional consolidation, describing the process of compaction of earth environment based on the ageing and creep of soil. Received the decision for a particular case, when the seal layer of the soil occurs under the action of uniformly distributed load. Formulas for computing the sum of the principal stresses, changes in pore pressure and the residue compacted layer of soil for any moment of time.