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

Authors

  • N. V. Zuivska Kyiv, HTUU “KPI”, Ukraine
  • S. A. Dvirnyk JV "Basis-Solsіf", Ukraine
  • V. E. Hubashova JV "Basis-Solsіf", Ukraine
  • U. V. Volyk Kyiv, HTUU “KPI”, Ukraine

DOI:

https://doi.org/10.15802/stp2011/6825

Keywords:

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

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.

Author Biographies

N. V. Zuivska, Kyiv, HTUU “KPI”

Н. В. Зуївська

S. A. Dvirnyk, JV "Basis-Solsіf"

С. А. Дворник

V. E. Hubashova, JV "Basis-Solsіf"

В. Є. Губашова

U. V. Volyk, Kyiv, HTUU “KPI”

Ю. В. Волик

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Published

2011-09-25

How to Cite

Zuivska, N. V., Dvirnyk, S. A., Hubashova, V. E., & Volyk, U. V. (2011). Changing of the strain – stress state of base soil structure with deep cranks device. Science and Transport Progress, (38), 142–147. https://doi.org/10.15802/stp2011/6825

Issue

No. 38 (2011): ISSUE 38

Section

TRANSPORT CONSTRUCTION

License

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