000004069 001__ 4069
000004069 005__ 20141118153336.0
000004069 04107 $$acze
000004069 046__ $$k2004-05-10
000004069 100__ $$aKoudelka, P.
000004069 24500 $$aPeculiarities of the limit state design theory in geotechnics

000004069 24630 $$n10.$$pEngineering Mechanics 2004
000004069 260__ $$bInstitute of Thermomechanics AS CR, v.v.i., Prague
000004069 506__ $$arestricted
000004069 520__ $$2eng$$aThe most of the usual mechanics of solids deals with artificial materials except of geotechnics and some other special ranges. The structures of artificial materials and engines are designed almost always into elastic state and behave linearly under load. Not so geotechnical structures, these behave non-linearly almost in ever case. Despite this fact it is requested by geotechnical codes and standards the same approach like for artificial structure design. This incorrect concept has made hard fundamental problems, which have not been solved even during the last forty years. The paper shows the basic peculiarities and some examples of influence of the concept Limit State Design Theory in geotechnics.

000004069 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004069 653__ $$a

000004069 7112_ $$aEngineering Mechanics 2004$$cSvratka (CZ)$$d2004-05-10 / 2004-05-13$$gEM2004
000004069 720__ $$aKoudelka, P.
000004069 8560_ $$ffischerc@itam.cas.cz
000004069 8564_ $$s321707$$uhttps://invenio.itam.cas.cz/record/4069/files/T-Koudelka-Petr.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000004069 962__ $$r4009
000004069 980__ $$aPAPER