CHANGING OF THE STRAIN – STRESS STATE OF BASE SOIL STRUCTURE WITH DEEP CRANKS DEVICE

Nauka ta progres transportu

S. A. Dvirnyk¹  V. E. Hubashova¹  N. V. Zuivska²  U. V. Volyk² 

[1] JV "Basis-Solsіf", Ukraine;Kyiv, HTUU “KPI”, Ukraine;

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

DOI  :  

来源: DOAJ

【 摘 要 】

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.

【 授权许可】

Unknown