- Tytuł:
- Response of Partially Saturated Non-cohesive Soils
- Autorzy:
-
Świdziński, W.
Mierczyński, J.
Mikos, A. - Powiązania:
- https://bibliotekanauki.pl/articles/241293.pdf
- Data publikacji:
- 2017
- Wydawca:
- Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
- Tematy:
-
partial saturation
liquefaction
pore pressure generation
triaxial conditions - Opis:
- This paper analyses and discusses experimental results of undrained triaxial tests. The tests were performed on non-cohesive partially saturated soil samples subjected to monotonic and cyclic loading. The tests were aimed at determining the influence of saturation degree on soil’s undrained response (shear strength, excess pore pressure generation). The saturation of samples was monitored by checking Skempton’s parameter B. Additionally, seismic P-wave velocity measurements were carried out on samples characterized by various degrees of saturation. The tests clearly showed that liquefaction may also take place in non-cohesive soils that are not fully saturated and that the liquefaction potential of such soils strongly depends on the B parameter.
- Źródło:
-
Archives of Hydro-Engineering and Environmental Mechanics; 2017, 64, 3-4; 187-207
1231-3726 - Pojawia się w:
- Archives of Hydro-Engineering and Environmental Mechanics
- Dostawca treści:
- Biblioteka Nauki
Artykuł