Changing of the strain – stress state of base soil structure with deep cranks device

N. V. Zuivska, S. A. Dvirnyk, V. E. Hubashova, U. V. Volyk

Abstract


The article presents a comparison of modification of the strained-and-stressed state for the soil and in the elements of barrier structure during carrying out a deep excavation. The results are given using two different models of the soil in computation software PLAXIS.


Keywords


strained-and-stressed state; soil; barrier structure; deep excavation; PLAXIS

GOST Style Citations


1. Plaxis Version 8. General information [Electron. resource] / Plaxis bv, AN Delft, The Netherlands. – Access mode: www.plaxis.nl 

2. Plaxis Version 8. Material models manual [Electron. resource] / Plaxis bv, AN Delft, The Netherlands. – Access mode: www.plaxis.nl 3. Основания и фундаменты [Текст] : справочник / под ред. проф. Г. И. Швецова. – М.: Высш. шк., 1991. – С. 44-46.




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ISSN 2307–3489 (Print)
ІSSN 2307–6666 (Online)