000004956 001__ 4956
000004956 005__ 20141119144608.0
000004956 04107 $$aeng
000004956 046__ $$k2002-06-02
000004956 100__ $$aTanaka, Tadatsugu
000004956 24500 $$aELATO-PLASTIC STRAIN HARDENING-SOFTENING SOIL MODEL WITH SHEAR BANDING

000004956 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004956 260__ $$bColumbia University in the City of New York
000004956 506__ $$arestricted
000004956 520__ $$2eng$$aThe solutions of boundary value problems involving strain-softening material property are full of serious difficulties from both modeling of strain-localization and a viewpoint of nu merical procedure. Mesh size-dependent hardening modulus is considered to alleviate the mesh size -dependency of the solution. The elasto-plastic soil model is applied to direct shear test and embankment dam. The soil model is based on experimental findings about inherent and induced anisotropies involved in sand. The results of finite element analysis are compared with those from the physical experiments. 

000004956 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004956 653__ $$aconstitutive relation, shear band, direct shear test, embankment dam

000004956 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004956 720__ $$aTanaka, Tadatsugu
000004956 8560_ $$ffischerc@itam.cas.cz
000004956 8564_ $$s118391$$uhttps://invenio.itam.cas.cz/record/4956/files/613.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004956 962__ $$r4594
000004956 980__ $$aPAPER