| Autor: |
Ter, Zaven, Ter, Armen, and, Martirosyan, Sidorov, Vitalii |
| Zdroj: |
IOP Conference Series: Materials Science and Engineering; June 2018, Vol. 365 Issue: 4 p042085-042085, 1p |
| Abstrakt: |
The article presents the formulation and solution of quantifying the speed of the finite width foundation settlement due to viscoplastic or elastic-plastic extrusion of the weak soil layer from compressible base by analytical and numerical methods. During numerical simulations were used the finite element method with Mohr-Coulomb model (MC) and the model of Soft Soil Creep (SSC). According to the results of analytical solution were obtained the formulas to determine an initial ultimate load and a value and the foundation settlement speed. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
|
