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The degree of compaction for a crashed stone roadbed is one of the most important technical characteristic in road construction works. An insufficient compaction can have significant effects on the resulting bearing capacity, even if the road structure is reinforced with geosynthetic mate-rials. The present study concernes the utility of using geosynthetic reinforcement in the base layer of a road structure, while varying the degree of compaction on 1:1 scale models. keywords: triaxial geogrid, degree of compaction, bearing capacity of a road structure.

Tömörítési együttható befolyása a háromtengelyű georácsokkal megerősített útszerkezetek tartóképességére