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

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 r...

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Bibliographic Details
Main Author: Szypcio Zenon
Format: Article
Language:English
Published: Sciendo 2017-03-01
Series:Studia Geotechnica et Mechanica
Subjects:
Online Access:https://doi.org/10.1515/sgem-2017-0008