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Geosynthetic materials are more and more often applied to improve mechanical properties of a loose aggregate base layer. In such a case, geosynthetic material located within layers of high rigidity must be able to stabilize small deformations of aggregate. Geogrids of monolithic joints play such a role. The article presents initial results of a research program based on observations of a field test section, which is used by heavy vehicles. Hitherto results of measuring deflection, evenness and deformations in pavement layers with sensors, show that the geogrid has a beneficial influence of on the performance of loose aggregate. The conclusions presented at the stage of research are qualitative ones and require verification with further research.

Wpływ stabilizacji kruszywa podbudowy trójosiowym georusztem na nawierzchnię drogową w początkowym okresie jej użytkowania