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Stress-dilatancy for soils. Part I: The frictional state theory

Szypcio Z.

Studia Geotechnica et Mechanica

2016

Vol. 38, nr 4

51--57

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.