<abstract xmlns="http://www.w3.org/1999/xhtml"> The validation of the general stress-dilatancy relationship is shown based on biaxial compression test data presented in the literature under drained and undrained conditions. Rowe’s and Bolton’s relationships can be treated as simplified forms of the general stress-dilatancy relationship. The stress ratio values are a function of not only the dilatancy but also the intermediate principal stress, the non-coaxiality angle defined by Gutierrez and Ishihara and the stress-strain path. For many granular soils, the critical frictional state angle of the shearing resistance Φo = Φ′cv and parameters α and β are functions of the drainage condition, the stress level and the stress and strain paths.</abstract>

The validation of the general stress-dilatancy relationship is shown based on biaxial compression test data presented in the literature under drained and undrained conditions. Rowe’s and Bolton’s relationships can be treated as simplified forms of the general stress-dilatancy relationship. The stress ratio values are a function of not only the dilatancy but also the intermediate principal stress, the non-coaxiality angle defined by Gutierrez and Ishihara and the stress-strain path. For many granular soils, the critical frictional state angle of the shearing resistance Φo = Φ′cv and parameters α and β are functions of the drainage condition, the stress level and the stress and strain paths.

Stress-Dilatancy for Soils. Part III: Experimental Validation for the Biaxial Condition

Studia Geotechnica et Mechanica

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

The validation of the general stress-dilatancy relationship is shown based on biaxial compression test data presented in the literature under drained and...

Stress-Dilatancy for Soils. Part III: Experimental Validation for the Biaxial Condition

Publicado en línea: 17 may 2017

Páginas: 73 - 80

DOI: https://doi.org/10.1515/sgem-2017-0007

Palabras clave
soil mechanics, stress-dilatancy, biaxial compression

© by Zenon Szypcio

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

Stress-Dilatancy for Soils. Part III: Experimental Validation for the Biaxial Condition

Publicado en línea: 17 may 2017

Páginas: 73 - 80

DOI: https://doi.org/10.1515/sgem-2017-0007

Palabras clavesoil mechanics, stress-dilatancy, biaxial compression

© by Zenon Szypcio

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

Palabras clave
soil mechanics, stress-dilatancy, biaxial compression