- Tytuł:
- Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model
- Autorzy:
-
Sławińska-Budzich, Justyna
Mierczyński, Jacek - Powiązania:
- https://bibliotekanauki.pl/articles/178180.pdf
- Data publikacji:
- 2020
- Wydawca:
- Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
- Tematy:
-
constitutive equation
granular soils
deformation
instability
stability - Opis:
- This article presents a modified incremental model describing pre-failure deformations of granular soils under classical triaxial conditions. The original shape of equations has been proposed by Sawicki and Świdziński [40, 41]. A new form of equations that are consistent with the proposed definitions of deviatoric loading and unloading is suggested. Triaxial tests necessary for calibrating the proposed model have been performed. The modified model is used to simulate the deformations and stability of sand for every pre-failure loading path and makes it possible to describe the behaviour of granular soil under both drained and undrained conditions. A comparison of experimental and numerical results is presented. All investigations were performed in a classical tri-axial apparatus.
- Źródło:
-
Studia Geotechnica et Mechanica; 2020, 42, 2; 137-150
0137-6365
2083-831X - Pojawia się w:
- Studia Geotechnica et Mechanica
- Dostawca treści:
- Biblioteka Nauki
Artykuł