000001652 001__ 1652
000001652 005__ 20141118153459.0
000001652 04107 $$acze
000001652 046__ $$k2007-05-14
000001652 100__ $$aKrejčí, T.
000001652 24500 $$aANALYSIS OF A FOUNDATION SLAB: IMPLEMENTATION OF CONTINUOUS RETARDATION MODEL FOR CONCRETE CREEP

000001652 24630 $$n13$$pEngineering Mechanics 2007
000001652 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000001652 506__ $$arestricted
000001652 520__ $$2eng$$aFoundation of buildings in deep ditches under the ground water level highly elevated during floods is a serious problem. Cracking arising due to the combination of hydration processes in concrete and contact forces between the foundation slab and the subsoil impair the impermeability of the slab. Repairs of such damaged structural bodies are inadmissibly expensive. The paper presents computer simulation of a foundation slab in an early stage, when the damage or initials cracks can influence the final permeability of the slab.

000001652 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000001652 653__ $$a

000001652 7112_ $$aEngineering Mechanics 2007$$cSvratka (CZ)$$d2007-05-14 / 2007-05-17$$gEM2007
000001652 720__ $$aKrejčí, T.$$iŠmilauer, V.$$iKoudelka, T.
000001652 8560_ $$ffischerc@itam.cas.cz
000001652 8564_ $$s550501$$uhttps://invenio.itam.cas.cz/record/1652/files/067-Krejcit-PT.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000001652 962__ $$r1585
000001652 980__ $$aPAPER