Abstract
Summary Clay soils have their structural links according to their geological conditions. Compression increases when the soil structural lines are destructed. Even if the density of the soils of distructed structure reaches the density of natural soils, though they get deformed differently under loading. Sometimes it is necessary to have equivalent compression of the soils of destructed and natural structure in construction. The article presents mathematical dependency on how to count a porosity factor of the soils of destructed structure, with its help relative deformations under a given loading come up with relative deformation of natural soils, using dependency of compression porosity factor of structurally rigid soils upon loading in a semi-logarithmic scale. Experimental research into Lithuanian limnoglacial clay soils has showed that increase in the assessment of the initial porosity factor is followed by an increase in difference between the compression of non-destructed and destructed soils. Experi...
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