Konsolidatsiia slabykh vodonasyshchennykh glinistykh gruntov
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The issues of deformability and permeability of weak water-saturated clay soils are presented. The fundamentals of the theory of consolidation of weak water-saturated clay soils are presented taking into account the nonlinear deformed state of the massif. The results of the calculation of consolidation of weak water-saturated clay soils are given taking into account the initial height of the massif decreasing over time.