Deformation of a locally sealed nonlinearly-deformed basis of RPT-pile of minimum materiality under the predetermined load

Deformation of a locally sealed nonlinearly-deformed basis of RPT-pile of minimum materiality under the predetermined load

Using the method of numerical and analytical analysis conditions for constructing a RPT-pile of a minimum material capacity for a given load is considered.

Bibliographic Details
Main Authors: V. E. Bykhovtsev, V. S. Smorodin, Y. D. Bondareva
Format: Article
Language:Russian
Published: Educational institution «Belarusian State University of Informatics and Radioelectronics» 2019-06-01
Series:Doklady Belorusskogo gosudarstvennogo universiteta informatiki i radioèlektroniki
Subjects:
rpt-piles
soil bases
local compaction
non-linearity of deformation
Online Access:https://doklady.bsuir.by/jour/article/view/948

Internet

https://doklady.bsuir.by/jour/article/view/948

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