Research of the industrial facility underground structures settlement caused by its machinery dynamic loads

Abstract

The article is devoted to the issue of research of the soil basement vibrocreep negative impact, which takes place under dynamic loads. The results of on-site measurements of industrial facility underground structures forced dynamic vibrations parameters have been presented. The influence of the dynamic vibrations value on the development of underground cable channel precast concrete units uneven settlement has been analyzed. The interrelation between the value of the channel builtup construction settlement at the point of measurement and the amplitude of forced vibrations at this point has been determined.

Keywords

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