Numerical modeling of interaction between stiff reinforcing elements and granular backfill under pullout conditions (CROSBI ID 619133)
Prilog sa skupa u zborniku | stručni rad | međunarodna recenzija
Podaci o odgovornosti
Grubić, Nenad ; Skejić, Adis ; Balić, Anis
engleski
Numerical modeling of interaction between stiff reinforcing elements and granular backfill under pullout conditions
Numerical modeling approach of stiff reinforcement and granular material interaction in pullout conditions is presented in the paper. A special experiment was developed with purpose of investigation the interaction of these materials. This paper investigates the development of displacement in the zone around the reinforcement element, which in practical terms helps us in rational choice of the spacing between reinforcing elements.
soil-geogrid interaction; stiffness; reinforcement; granular soil
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Podaci o prilogu
2012.
objavljeno
Podaci o matičnoj publikaciji
Podaci o skupu
7th International Conference on Computational Mechanics for Spatial Structures
predavanje
02.04.2012-04.04.2012
Sarajevo, Bosna i Hercegovina