Fe-analysis of patterning of shear zones in granular bodies for earth pressure problems of a retaining wall

• Autorzy: Tejchman J.
• Języki publikacji: EN

Abstrakty

EN

The evolution of shear zones in granular bodies for earth pressure problems of a retaining wall in conditions of plane strain was analyzed. The passive and active failure of a retaining wall was discussed. The calculations were carried out with a rigid and very rough retaining wall undergoing horizontal translation, rotation around the top and rotation around the bottom. The behaviour of dry sand was numerically modelled with a finite element method using a hypoplastic constitutive relation with polar extensions. Attention was paid to the influence of different wall movements on shear localization. The initial void ratio was assumed to be non-uniformly distributed. The geometry of calculated shear zones was compared with corresponding experimental results of laboratory model tests.

Słowa kluczowe

EN

earth pressure; granular materials; finite element method; hypoplasticity; polar continuum; retaining wall; shear localization

• Wydawca: Institute of Hydro-Engineering of Polish Academy of Sciences
• Czasopismo: Archives of Hydro-Engineering and Environmental Mechanics
• Rocznik: 2004
• Tom: Vol. 51, nr 4
• Strony: 317--348
• Opis fizyczny: Bibliogr. 103 poz., il.

Twórcy

autor

Tejchman J.

• Gdańsk University of Technology, Civil Engineering Department, ul. Narutowicza 11/12, 80-952 Gdańsk, Poland,

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