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Nosilnost plitvih temeljev na pobočjih
Škrabl, Stanislav
V članku so predstavljeni rezultati raziskav mejnih nosilnosti pasovnih temeljev na pobočjih. Na osnovi kinematičnega modela potencialnih porušitev je izdelan posplošeni analitični model, ki omogoča ...določanje mejnih nosilnosti pasovnih temeljev na poljubno oblikovanih homogenih pobočji. Vključena so pobočja različnih višin in nagibov, berme pred temelji ter različne globine ter nagibi pasovnih temeljev. Pri analizah globalne stabilnosti je upoštevan izpopolnjeni Prandtl-ov porušni mehanizem medtem, ko je za elasto-plastično analizo pogojev porušitev uporabljena metoda končnih elementov in Mohr-Coulombov elasto-plastični model zemljin. V zaključkih je prikazana primerjava dobljenih rezultatov z analitičnimi in numeričnimi rešitvami drugih avtorjev.
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