000001517 001__ 1517 000001517 005__ 20141118153504.0 000001517 04107 $$acze 000001517 046__ $$k2003-05-12 000001517 100__ $$aFajman, P. 000001517 24500 $$aSimplified model of subsoil-structure interaction 000001517 24630 $$n9.$$pEngineering Mechanics 2003 000001517 260__ $$bInstitute of Theoretical and Applied Mechanics AS CR, Prague 000001517 506__ $$arestricted 000001517 520__ $$2eng$$aDuring the past three decades a great deal of research work has been carried out on numerical modelling of soil-structure interaction. This paper starts from a review of governing equations describing creep in the upper-structure, consolidation taking place in the subsoil, and characterizing interactions between the two sub-domains (Sec. 2). This general model is then simplified by admitting a two-parameter model of a foundation layer in which the liquid prevailingly flows in the vertical direction (cf. Sec.2.2). Simple examples illustrate the applicability and effectiveness of the model (Sec. 3). 000001517 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000001517 653__ $$a 000001517 7112_ $$aEngineering Mechanics 2003$$cSvratka (CZ)$$d2003-05-12 / 2003-05-15$$gEM2003 000001517 720__ $$aFajman, P. 000001517 8560_ $$ffischerc@itam.cas.cz 000001517 8564_ $$s253062$$uhttps://invenio.itam.cas.cz/record/1517/files/252-Petr-Fajman-PT.pdf$$y Original version of the author's contribution as presented on CD, SOL. 000001517 962__ $$r971 000001517 980__ $$aPAPER