000001438 001__ 1438
000001438 005__ 20141118153507.0
000001438 04107 $$acze
000001438 046__ $$k2003-05-12
000001438 100__ $$aHerle, I.
000001438 24500 $$aConstitutive models in geotechnical engineering

000001438 24630 $$n9.$$pEngineering Mechanics 2003
000001438 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, Prague
000001438 506__ $$arestricted
000001438 520__ $$2eng$$aGeological materials (soils, rocks) differ from traditional engineering materials (steel, concrete) mainly due to their discontinuous structure and memory of previous deformation. Description of the mechanical behaviour of geomaterials is thus necessarily related to a number of constitutive models of different complexity. Their overview reflects a concentrated effort to capture various phenomena which can be observed either in the laboratory or in situ. Still, none of the proposed models can take into account all aspects of the mechanical behaviour of geomaterials. Selected examples demonstrate the role of choice of a suitable constitutive model for solving boundary value problems.

000001438 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001438 653__ $$a

000001438 7112_ $$aEngineering Mechanics 2003$$cSvratka (CZ)$$d2003-05-12 / 2003-05-15$$gEM2003
000001438 720__ $$aHerle, I.
000001438 8560_ $$ffischerc@itam.cas.cz
000001438 8564_ $$s2108830$$uhttps://invenio.itam.cas.cz/record/1438/files/164-Ivo-Herle-PT.pdf$$y
             Original version of the author's contribution as presented on CD, KEY.
            
000001438 962__ $$r971
000001438 980__ $$aPAPER