000002650 001__ 2650
000002650 005__ 20141118153424.0
000002650 04107 $$acze
000002650 046__ $$k2008-12-04
000002650 100__ $$aFedorowicz, L.
000002650 24500 $$aEvaluation of Road’s Pavement Resistance of Traffic-Load KR4 of Category in Application of the Elastic-Plastic Model with Degradation

000002650 24630 $$n1.$$p70 Years of FCE STU - Proceedings of the International Scientific Conference
000002650 260__ $$bSlovak University of Technology in Bratislava, Faculty of Civil Engineering, 2008 
000002650 506__ $$arestricted
000002650 520__ $$2eng$$aRoad’s pavement construction resistance is the ability of failure-free working and taking the thrust of traffic load during the specific period of time. The profiles of roads, which traffic load intensity meets requirements of belonging to traffic-load KR4 of category, the model of elasticity with degradation has been applied for evaluation of road’s pavement construction resistance. This method is completely different form the methods of designing, in which modulus of elasticity is used for designing the base courses of road’s pavement construction. It’s among other an attempt of more efficient evaluation of horizontal deformations’ influences on the degradation of stiffness properties of base courses, where each course has different thickness, during seasons changing – winter and summer.

000002650 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002650 653__ $$aPlastic-damage material model; Construction resistance; Failure-free working

000002650 7112_ $$aInternational Scientific Conference 70 Years of FCE STU$$cBratislava (SK)$$d2008-12-04 / 2008-12-05$$gHMC13
000002650 720__ $$aFedorowicz, L.$$iKadela, M.$$iFedorowicz, J.
000002650 8560_ $$ffischerc@itam.cas.cz
000002650 8564_ $$s769372$$uhttps://invenio.itam.cas.cz/record/2650/files/02_C_Fedorowicz_Fedorowicz_Kadela.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002650 962__ $$r2540
000002650 980__ $$aPAPER