English (United Kingdom)

https://curated-unify.zendy.io/wp-json/zendy-region/v1/featured_content/oa?rat=en

https://curated-unify.zendy.io/wp-json/zendy-region/v1/highlighted_journal/

Global: Zendy Plus annual

Presents the access of premium content as premium feature

Premium Content

Presents the keyphrase highlighting as premium feature

Keyphrase Highlighting

Presents the summarisation as premium feature

Summarisation

Insights

Presents the pdf analysis as premium feature

PDF Analysis

Presents the zaia usage as premium feature

ZAIA

Global: Zendy Tools annual

Global: Zendy Free Plan

Global: Zendy Tools monthly

Global: Zendy Plus monthly

Igor Shumakov Aleksandr Pogrebniak Oksana Grinchuk UDK: 69.051:624.131 DOI:10.14415/konferencijaGFS 2016.054 Summary: Evidence from one of the objects in Ukraine with a recessed substructure there were considered aspects of supporting subsoil softening over time. Deformations of differential movement of the foundation pit bottom cause to uneven slumps due to more intensive subsoil softening under the central part of the pit, compared to its edges and corners. Completed laboratory studies of the soil yielded a picture of the soil physical change with stratification depth, and as a result the corresponding characteristic curves were obtained. It was proposed to call the described process and its accompanying phenomena as soil reconsolidation, and the term "reconsolidation factor" was introduced. The authors have proposed the typology of soils, on the base of which the occurrence of the soil softening effect may be predicted.

ASPECTS OF SUPPORTING SUBSOIL SOFTENING AT EXCAVATION OF DEEP FOUNDATION PITS