Stress-dilatancy for soils. Part IV: Experimental validation for simple shear conditions

Szypcio, Z.

doi:10.1515/sgem-2017-0008

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Tytuł artykułu

Stress-dilatancy for soils. Part IV: Experimental validation for simple shear conditions

Autorzy

Szypcio Z.

Treść / Zawartość

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DOI

10.1515/sgem-2017-0008

Warianty tytułu

Języki publikacji

Abstrakty

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 ring shear tests, simple shear is assumed to occur in the shear band. For Φ^° = Φ’_ϲϑ = Φ’_r, the stress-dilatancy relationship obtained from the frictional state theory is similar to the relationships proposed by Taylor and Bolton. Further experiments, especially those that use a hollow cylindrical shear apparatus, are necessary to fully validate the frictional state theory in simple shear conditions.

Słowa kluczowe

soils dilatancy critical state frictional state simple shear

Wydawca

De Gruyter

Czasopismo

Studia Geotechnica et Mechanica

Rocznik

2017

Tom

Vol. 39, nr 1

Strony

81--88

Opis fizyczny

Bibliogr. 40 poz., rys.

Twórcy

autor

Szypcio Z.

z.szypcio@pb.edu.pl

Department of Civil and Environmental Engineering, Białystok University of Technology, Białystok, Poland

Bibliografia

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Uwagi

Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).

Typ dokumentu

Bibliografia

Identyfikator YADDA

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