Influence of the Degree of Compaction on the Bearing Capacity of a Road Structure Reinforced with Triaxial Geogrids | Zendy

Andor-Csongor Nagy | Zendy; Harmat Hajdó | Zendy; Ádám Kis | Zendy; Dorin-Vasile Moldovan | Zendy

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Influence of the Degree of Compaction on the Bearing Capacity of a Road Structure Reinforced with Triaxial Geogrids

Author(s) -

Andor-Csongor Nagy,

Harmat Hajdó,

Ádám Kis,

Dorin-Vasile Moldovan

Publication year - 2020

Publication title -

műszaki tudományos közlemények

Language(s) - English

Resource type - Journals

ISSN - 2601-5773

DOI - 10.33894/mtk-2020.13.28

Subject(s) - compaction , bearing capacity , geotechnical engineering , reinforcement , geogrid , degree (music) , road construction , bearing (navigation) , road surface , scale (ratio) , base (topology) , structural engineering , civil engineering , geology , engineering , computer science , mathematics , geography , physics , artificial intelligence , acoustics , mathematical analysis , cartography

The degree of compaction for a crushed stone roadbed is one of the most important technical characteristics of road construction works. Insufficient compaction can have significant effects on the resulting bearing capacity, even in road structures reinforced with geosynthetic materials. 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.

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