Modelling of the Response of Partially Saturated Non-cohesive Soil Subjected to Undrained Loading

• Autorzy: Świdziński W. , Mierczyński J. , Smyczyński M.

Identyfikatory

DOI

10.1515/heem-2018-0002

• Języki publikacji: EN

Abstrakty

EN

The paper deals with the modelling of the undrained response of non-cohesive partially saturated soils subjected to triaxial compression. The model proposed is based on an incremental equation describing the pre-failure response of non-cohesive soils during shearing. The original model, developed by Sawicki, was modified by taking into account pore fluid compressibility. The governing equation makes it possible to simulate effective stress paths under undrained conditions. Numerical results are compared with experimental data.

Słowa kluczowe

EN

partial saturation; undrained condition; incremental equations

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2018
• Tom: Vol. 65, nr 1
• Strony: 11--29
• Opis fizyczny: Bibliogr. 20 poz., rys., tab.

Twórcy

autor

Świdziński W.

• Institute of Hydro-Engineering, Polish Academy of Sciences, Kościerska 7, 80-953 Gdańsk, Poland

autor

Mierczyński J.

• Institute of Hydro-Engineering, Polish Academy of Sciences, Kościerska 7, 80-953 Gdańsk, Poland

autor

Smyczyński M.

• Institute of Hydro-Engineering, Polish Academy of Sciences, Kościerska 7, 80-953 Gdańsk, Poland

Bibliografia

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Uwagi

Opracowanie rekordu w ramach umowy 509/P-DUN/2018 ze środków MNiSW przeznaczonych na działalność upowszechniającą naukę (2019).