Professional paper

Features of the deformation process of soils at the bases of experimental settlement plates

Yuriy Tugaenko ; Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine
Michael Marchenko ; Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine
Anatoliy Tkalich ; Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine
Irina Mosicheva ; Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine

Abstract

The basic principles of methods for determination of interconnection of the structural strength, the coefficients of lateral pressure and lateral extension according the results of research in the field. The increase of the structural strength of the artificial massive in time shown, its influence on the depth of the deformation zone revealed, the correlation of the settlements by compaction and lateral extension, as well as on the lateral extension coefficient. The methods for determining the coefficients of lateral expansion and lateral pressure developed and tested. The assumption of a linear decrease of the relative settlements оn the depth on the basis of which the total value of settlement, in the first approximation, divided into two parts ‒ due to compaction (decrease of porosity) and lateral extension (reshape) accepted.

Keywords

lateral deformation; lateral pressure; settlement; structural strength; zone of deformation

Hrčak ID:

137991

URI

https://hrcak.srce.hr/137991

Publication date:

15.3.2015.

Article data in other languages: croatian

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