Investigations to determine the load-bearing behaviour of geogrids when bridging earth subsidence
Dr.-Ing. S. Schwerdt, Magdeburg-Stendal University of Applied Sciences Summary When designing geosynthetic reinforcements to bridge earth failures, the required anchoring and overlap lengths must be determined in addition to the tensile force. When designing reinforcements using biaxially anisotropic reinforcements, the question arises as to how the load is transferred at the edges of the reinforcement. […]