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

• Autorzy: Szypcio Z.

Identyfikatory

DOI

10.1515/sgem-2016-0030

• Języki publikacji: EN

Abstrakty

EN

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.

Słowa kluczowe

EN

soils; dilatancy; critical state; frictional state; critical frictional state

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2016
• Tom: Vol. 38, nr 4
• Strony: 51--57
• Opis fizyczny: Bibliogr. 33 poz., rys.

Twórcy

autor

Szypcio Z.

• 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).