<abstract xmlns="http://www.w3.org/1999/xhtml"><p>This article presents a modified incremental model describing pre-failure deformations of granular soils under classical triaxial conditions. The original shape of equations has been proposed by Sawicki and Świdziński [<xref ref-type="bibr" rid="j_sgem-2019-0039_ref_040_w2aab3b7d272b1b6b1ab2ac40Aa">40</xref>, <xref ref-type="bibr" rid="j_sgem-2019-0039_ref_041_w2aab3b7d272b1b6b1ab2ac41Aa">41</xref>]. A new form of equations that are consistent with the proposed definitions of deviatoric loading and unloading is suggested. Triaxial tests necessary for calibrating the proposed model have been performed. The modified model is used to simulate the deformations and stability of sand for every pre-failure loading path and makes it possible to describe the behaviour of granular soil under both drained and undrained conditions.</p><p>A comparison of experimental and numerical results is presented. All investigations were performed in a classical tri-axial apparatus.</p></abstract>

This article presents a modified incremental model describing pre-failure deformations of granular soils under classical triaxial conditions. The original shape of equations has been proposed by Sawicki and Świdziński [40, 41]. A new form of equations that are consistent with the proposed definitions of deviatoric loading and unloading is suggested. Triaxial tests necessary for calibrating the proposed model have been performed. The modified model is used to simulate the deformations and stability of sand for every pre-failure loading path and makes it possible to describe the behaviour of granular soil under both drained and undrained conditions.A comparison of experimental and numerical results is presented. All investigations were performed in a classical tri-axial apparatus.

Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model

Institute of Hydro-Engineering, Polish Academy of Sciences

Studia Geotechnica et Mechanica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

This article presents a modified incremental model describing pre-failure deformations of granular soils under classical triaxial conditions. The original...

Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model

Article Category: Research Article

Online veröffentlicht: 30. Juni 2020

Seitenbereich: 137 - 150

Eingereicht: 05. Juli 2019

Akzeptiert: 10. Jan. 2020

DOI: https://doi.org/10.2478/sgem-2019-0039

Schlüsselwörter
constitutive equations, granular soils, deformations, instability, stability

© 2020 Justyna Sławińska-Budzich et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Deformations and stability of granular soils: Classical triaxial tests and numerical results from an incremental model

Article Category: Research Article

Online veröffentlicht: 30. Juni 2020

Seitenbereich: 137 - 150

Eingereicht: 05. Juli 2019

Akzeptiert: 10. Jan. 2020

DOI: https://doi.org/10.2478/sgem-2019-0039

Schlüsselwörterconstitutive equations, granular soils, deformations, instability, stability

© 2020 Justyna Sławińska-Budzich et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Schlüsselwörter
constitutive equations, granular soils, deformations, instability, stability