The aim of this paper was to find an answer to the question about the possibility of using steel welded mesh in building the retaining walls of gabion baskets. In light of the currently used gabion structure solutions, among which double-woven mesh is much more popular, the focus was put on the possibility of using welded mesh. A numerical analysis was conducted to examine the behavior of welded and woven mesh subjected to various loads and the results obtained for both types of mesh were directly compared. The maximal displacement in mesh nodes was admitted as the measurement of the system behavior (in the case of both undamaged and damaged mesh).
 Kosiński T., Konstrukcje oporowe i nasypy zgruntu zbrojonego elementami stalowymi, IBDiM and PZWFS Seminar – Steel structures in geotechnics, Warszawa, Poland, 18 November 2010, 1–11.
 Kuc M., Właściwości gabionów wykonanych z siatki splatanej i siatki zgrzewanej, Magazyn Autostrady, 2012, 7, 24–26.
 Polski Komitet Normalizacyjny, Wykonawstwo specjalnych robót geotechnicznych – Grunt zbrojony (Polish Committee for Standardization, Execution of special geotechnical works – Reinforced fill), PN-EN 14475. Warszawa, Poland, 2006.
 Ramli M., Karasu T., Dawood E., The Stability of gabion walls for earth retaining structures, Alexandria Engineering Journal, 2013, 52, 705–710.