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, and sometimes even during them, the damage and destruction of these structures occur very often, resulting from excessive settlements and deformations of road embankments, which in the extreme cases assume the landslide forms. The most sensitive spot on a road sequence is the connection of bridge structure with the road embankment. Stresses acting on the subsoil under the road embankment base are lower than those occurring under the bridgehead foundation. Moreover, the depth and method of bridgehead foundation significantly differs from the embankment foundation
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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).
REFERENCES 1. M. Bukowski, P. Łysiak, R. Oleszek, W. Trochymiak, “Reasons of Emergence of Differences in Soil Settlement between the Viaduct and the Embankment on Siekierkowska Route”, Archives of Institute of Civil Engineering. Ed. Poznan University of Technology, 24/2017, 39-58, ISSN 1897-4007, DOI: 10.21008/j.1897-4007.2017.24.03 (in Polish). 2. R. Ciesielski, M. Maciąg, „Road vibrations and their influence on buildings”, Copyright by Wydawnictwo Komunikacji i Łączności, Warszawa, 1990. („Drgania drogowe i ich wpływ na budynki”) (in Polish). 3. R. W. Day