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Issue 17 (2) 2018 pp. 77-84

Marcin Ćwirko, Małgorzata Jastrzębska

Faculty of Civil Engineering, Silesian University of Technology, Gliwice

The numerical analysis of the influence of changing the ground elasticity on the deformation of steel meshes used in the soil reinforcement

Keywords: retaining structures, gabions, welded mesh
Abstract:

Retaining walls with the use of reinforced soil technology are frequently used in building light retaining constructions,
whose facing is made from gabion baskets. Geosynthetics or steel double woven mesh play the role
of reinforcement rod in this type of structures. A good alternative for steel woven mesh is welded mesh, which
is not prone to the change of mesh geometry during stretching in the main direction. The objective of this dissertation
is to find an answer to the question of the steel welded mesh applicability as ground reinforcement in
light gabion retaining structures, as well as the comparison of deformations of both meshes types in different
ground conditions. The work contains the numerical analysis of meshes stretching, including their assembling
in soil using different vulnerability coefficient value. The article has been summarized with conclusions, plans
for further experimental research as well as a comparison with previous numerical analyzes.

pub/17_2_77.pdf Full text available in in Adobe Acrobat format:
http://www.architectura.actapol.net/volume17/issue2/17_2_77.pdf

For citation:

MLA Ćwirko, Marcin, and Małgorzata Jastrzębska. "The numerical analysis of the influence of changing the ground elasticity on the deformation of steel meshes used in the soil reinforcement." Acta Sci.Pol. Arch. 17.2 (2018): 77-84.
APA (2018). . Acta Sci.Pol. Arch. 17 (2), 77-84
ISO 690 ĆWIRKO, Marcin, JASTRZęBSKA, Małgorzata. The numerical analysis of the influence of changing the ground elasticity on the deformation of steel meshes used in the soil reinforcement. Acta Sci.Pol. Arch., 2018, 17.2: 77-84.
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http://www.architectura.actapol.net/tom17/zeszyt2/abstrakt-77.html