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Strain accumulation in sand due to cyclic loading: drained triaxial tests

Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th.

AbstractOur aim is the prediction of the accumulation of strain and/or stress under cyclic loading with many (thousands to millions) cycles and relatively small amplitudes. A high-cycle constitutive model is used for this purpose. Its formulas are based on numerous cyclic tests. This paper describes drained tests with triaxial compression and uniaxial stress cycles. The influence of the strain amplitude, the average stress, the density, the cyclic preloading history and the grain size distribution on the direction and the intensity of strain accumulation is discussed.

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Strain accumulation in sand due to cyclic loading: drained triaxial tests

Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th.

AbstractOur aim is the prediction of the accumulation of strain and/or stress under cyclic loading with many (thousands to millions) cycles and relatively small amplitudes. A high-cycle constitutive model is used for this purpose. Its formulas are based on numerous cyclic tests. This paper describes drained tests with triaxial compression and uniaxial stress cycles. The influence of the strain amplitude, the average stress, the density, the cyclic preloading history and the grain size distribution on the direction and the intensity of strain accumulation is discussed.

Strain accumulation in sand due to cyclic loading: drained triaxial tests

Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th.

AbstractOur aim is the prediction of the accumulation of strain and/or stress under cyclic loading with many (thousands to millions) cycles and relatively small amplitudes. A high-cycle constitutive model is used for this purpose. Its formulas are based on numerous cyclic tests. This paper describes drained tests with triaxial compression and uniaxial stress cycles. The influence of the strain amplitude, the average stress, the density, the cyclic preloading history and the grain size distribution on the direction and the intensity of strain accumulation is discussed.

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Titel:

Strain accumulation in sand due to cyclic loading: drained triaxial tests

Beteiligte:

Wichtmann, T. (Autor:in) / Niemunis, A. (Autor:in) / Triantafyllidis, Th. (Autor:in)

Erschienen in:

Soil Dynamics and Earthquake Engineering ; 25 ; 967-979

Erscheinungsdatum:

12.02.2005

Format / Umfang:

13 pages

ISSN:

DOI:

https://doi.org/10.1016/j.soildyn.2005.02.022

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Cyclic tests , Triaxial compression , Uniaxial cyclic stress paths , Accumulation , Residual strain , Explicit model , Sand

Ähnliche Titel

Strain accumulation in sand due to cyclic loading: drained triaxial tests

Wichtmann, T. / Niemunis, A. / Triantafyllidis, T. | British Library Online Contents | 2005

Strain accumulation in sand due to cyclic loading: drained triaxial tests

Wichtmann, T. | Online Contents | 2005

Strain accumulation in sand due to cyclic loading: Drained cyclic tests with triaxial extension

Wichtmann, T. / Niemunis, A. / Triantafyllidis, Th. | Elsevier | 2006

Strain accumulation in sand due to cyclic loading: Drained cyclic tests with triaxial extension

Wichtmann, T. / Niemunis, A. / Triantafyllidis, T. | British Library Online Contents | 2007

Strain accumulation in sand due to cyclic loading: Drained cyclic tests with triaxial extension

Wichtmann, T. | Online Contents | 2007