Strains in Sand Due to Cyclic Loading in Triaxial Conditions

• Autorzy: Sawicki A. , Mierczyński J. , Świdziński W.
• Języki publikacji: EN

Abstrakty

EN

The experimental results dealing with the cyclic loading of sand samples in triaxial conditions are presented. These results show the development of both the volumetric and deviatoric permanent strains due to a large number of loading cycles. The analysis of experimental data has led to the formulation of semi-empirical constitutive equations, expressed in the incremental form, for these strains as functions of the cyclic shear stress amplitude, number of loading cycles and the initial stress state, around which the cyclic shearing takes place.

Słowa kluczowe

EN

cyclic loadings; granular soils; permanent strains; triaxial conditions

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2009
• Tom: Vol. 56, nr 1-2
• Strony: 85--98
• Opis fizyczny: Bibliogr. 10 poz., il.

Twórcy

autor

Sawicki A.

autor

Mierczyński J.

autor

Świdziński W.

• Institute of Hydro-Engineering PAS, ul. Kościerska 7, 80-328 Gdańsk-Oliwa, Poland,

Bibliografia

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• 8. Sawicki A., Chybicki W. (2009) On accuracy of prediction of pre-failure deformations of granular soils, Computers and Geotechnics, in press (on line, doi:10.1016/j.compgeo.2009.03.008).
• 9. Swidzinski W., Mierczynski J. (2006) Compaction of sands in cyclic triaxial conditions (in Polish), Zeszyty Naukowe Politechniki Białostockiej, 28, 299–314.
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