Temat: pore pressure generation - Katalog OPAC zbiorów

Skocz do pozycji: 1.

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

Skocz do pozycji: 2.

Tytuł:: Pore-Pressure Generation and Liquefaction of Granular Soil Tested in Triaxial Conditions
Autorzy:: Mierczyński, J.
Sawicki, A.
Powiązania:: https://bibliotekanauki.pl/articles/241325.pdf
Data publikacji:: 2009
Wydawca:: Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:: cyclic loadings
granular soils
triaxial conditions
pore-pressure generation
liquefaction
Opis:: The paper deals with modelling of pore-pressure generation in saturated sand subjected to triaxial cyclic loading in undrained conditions. The model proposed links the pore-pressure generation with the cyclic loading induced compaction of the same sand, but tested in fully drained conditions. The governing equation for the pore-pressure changes is derived from the assumption that no volumetric strain develops in saturated sand in undrained conditions. The numerical solutions are compared with experimental data, for a large number of loading cycles.
Źródło:: Archives of Hydro-Engineering and Environmental Mechanics; 2009, 56, 3-4; 139-147
1231-3726
Pojawia się w:: Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 3.

Tytuł:: Rayleigh Waves Transformation in Liquefying Water-saturated Sands
Autorzy:: Staroszczyk, R.
Powiązania:: https://bibliotekanauki.pl/articles/241359.pdf
Data publikacji:: 2016
Wydawca:: Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:: Rayleigh surface wave
water-saturated sand
excess pore pressure generation
soil liquefaction
Opis:: The behaviour of a water-saturated sand deposit subjected to dynamic loads induced by the propagation of Rayleigh surface waves is analysed. Cyclic shearing of the saturated sand matrix due to ground motions results in the development of excess pore pressures in the soil and its subsequent liquefaction. The phenomena of pore pressure generation and soil liquefaction are investigated within the framework of a compaction theory for saturated granular media. The results of calculations, carried out by a finite-element method, illustrate the evolution of pore pressures and the development of liquefaction zones in the soil, and show the variation of surface wave parameters with the progressive degradation of the strength of the subsoil.
Źródło:: Archives of Hydro-Engineering and Environmental Mechanics; 2016, 63, 2-3; 173-190
1231-3726
Pojawia się w:: Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:: Biblioteka Nauki

Artykuł

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