Diagonally structured meshes of high-tensile steel wire provide new safety and economical possibilities for slope stabilizations in combination with soil and rock nailing. An adapted concept for dimensioning based on practical experience as well as special laboratory trials to determine the essential bearing capacities of tangential and axial force transmission from the mesh to the nails make this flexible facing system designable. This system with an open mesh permits full-surface greening and is often an economical alternative to rigid constructions of concrete.
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