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Studia Geotechnica et Mechanica

The Journal of Wroclaw University of Technology

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Stress-Dilatancy for Soils. Part I: The Frictional State Theory

Zenon Szypcio
Published Online: 2017-02-08 | DOI: https://doi.org/10.1515/sgem-2016-0030

Abstract

An unconventional subdivision of volumetric strains, the newly formulated frictional and critical frictional states and some of energetic and stress condition assumptions result in new stress-plastic dilatancy relationships. These new stress-plastic dilatancy relationships are functions of the deformation mode and drainage conditions. The critical frictional state presented in this paper is a special case of the classical critical state.

Keywords: soils; dilatancy; critical state; frictional state; critical frictional state

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About the article

Published Online: 2017-02-08

Published in Print: 2016-12-01


Citation Information: Studia Geotechnica et Mechanica, ISSN (Online) 2083-831X, DOI: https://doi.org/10.1515/sgem-2016-0030.

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© by Zenon Szypcio. This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License. BY-NC-ND 4.0

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