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

] LINGS M.L., DIETZ M.S., An improved direct shear apparatus for sand, Geotechnique, 2004, 54, No. 4, 245-256. [16] LOPEZ-QUEROL S., COOP M.R., Drained cyclic behaviour of loose Dog’s Bay sand, Geotechnique, 2012, 62, No. 4, 281-289. [17] LUZZANI L., COOP M.R., On the relationship between particle breakage and the critical state of sands, Soils and Foundations, 2002, Vol. 42, No. 2, 71-82. [18] MILATZ M., GRABE J., A new simple shear apparatus and testing method for unsaturated sands. Geotech. Testing J., 2015, Vol. 38, No

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