The Investigations of Foundation Displacements of the Nukus City (Uzbekistan) Buildings

The results of calculations of displacements of buildings in 40 points of the city of Nukus (Uzbekistan) are presented. The calculations cover soils up to a depth of 8.0. the research area is 122 square kilometers. The displacements was calculate by summarizing of displacements layers where was used the results of investigation obtained by local geological organizations. As a result, the systematization of building displacements was carried out depending on the type of soil underlying the foundation. Sand, sandy loam, loam and clay served as bases at the depth of the sole of the belt foundation of one meter.