<abstract xmlns="http://www.w3.org/1999/xhtml"> This paper validates the frictional state theory using published experimental data from simple, direct and ring shear tests. Simple shear is treated as a special case of plane strain conditions. In order to define complete stress and strain, additional assumptions are made: in the direct shear and ring shear tests, simple shear is assumed to occur in the shear band. For Φo = Φ′cv = Φ′r, the stress-dilatancy relationship obtained from the frictional state theory is similar to the relationships proposed by Taylor and Bolton. Further experiments, especially those that use a hollow cylindrical shear apparatus, are necessary to fully validate the frictional state theory in simple shear conditions.</abstract>

This paper validates the frictional state theory using published experimental data from simple, direct and ring shear tests. Simple shear is treated as a special case of plane strain conditions. In order to define complete stress and strain, additional assumptions are made: in the direct shear and ring shear tests, simple shear is assumed to occur in the shear band. For Φo = Φ′cv = Φ′r, the stress-dilatancy relationship obtained from the frictional state theory is similar to the relationships proposed by Taylor and Bolton. Further experiments, especially those that use a hollow cylindrical shear apparatus, are necessary to fully validate the frictional state theory in simple shear conditions.

Stress-Dilatancy for Soils. Part IV: Experimental Validation for Simple Shear Conditions

Studia Geotechnica et Mechanica

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

This paper validates the frictional state theory using published experimental data from simple, direct and ring shear tests. Simple shear is treated as a...

Stress-Dilatancy for Soils. Part IV: Experimental Validation for Simple Shear Conditions

Publicado en línea: 17 may 2017

Páginas: 81 - 88

DOI: https://doi.org/10.1515/sgem-2017-0008

Palabras clave
soils, dilatancy, critical state, frictional state, simple shear

© by Zenon Szypcio

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

Stress-Dilatancy for Soils. Part IV: Experimental Validation for Simple Shear Conditions

Publicado en línea: 17 may 2017

Páginas: 81 - 88

DOI: https://doi.org/10.1515/sgem-2017-0008

Palabras clavesoils, dilatancy, critical state, frictional state, simple shear

© by Zenon Szypcio

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

Palabras clave
soils, dilatancy, critical state, frictional state, simple shear