The paper examines the issues of bases from the compacted soil pads, pile foundations and bases stabilized by vertical reinforcing elements. The results of the modeling of vertical armo-elements on loess subsiding soils and foundation pads are given in the paper. The methods of determining of the basic calculating parameters of bearing armo-element capacity and foundation pad are presented by the authors. The results of practical use of this method of bases and foundation construction in soil conditions of Uzbekistan are also given in the paper.
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