The non-linear Mohr-Coulomb model for sands

• Autorzy: Dołżyk K.

Warianty tytułu

PL

Nieliniowy model Mohra-Coulomba dla piasków

• Języki publikacji: EN

Słowa kluczowe

PL

piaski; model Coulomba-Mohra

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2006
• Tom: Vol. 28, nr 2-4
• Strony: 89--95
• Opis fizyczny: bibliogr. 6 poz.

Twórcy

autor

Dołżyk K.

• Faculty of Civil and Environmental Engineering, Białystok Technical University, ul. Wiejska 45E, 15-351 Białystok,

Bibliografia

• [1] BOLTON M.D., The strength and dilatancy of sands, Geotechnique, 1986, Vol. 36, No. 1, 65–78.
• [2] CORNFORTH D.H., Some experiments on the influence of strain conditions on the strength of sand, Geotechnique, 1964, Vol. 14, No. 1, 143–167.
• [3] RICHART F.E., HALL J.R., Jr, WOODS R.D., Vibrations of soils and foundations, Princeton-Hall Inc., Inglewood Cliffs, New Jersey, 1970.
• [4] SCHANZ T., VERMEER P.A., Angles of friction and dilatancy of sand, Geotechnique, 1996, Vol. 46, No. 1, 145–151,
• [5] SHIMOBE S., MIYAMORI T., Influence of stress path on plane strain deformation characteristics of sands, Pre-failure Deformation of Geomaterials, Balkema, Rotterdam, 1994, 347–352.
• [6] SIMONINI P., Influence of relative density and stress level on the bearing capacity of sands, Int. Journal for Numerical and Analytical Methods in Geomechanics, 1993, Vol. 17, 971–890.