Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties

<div>The relationship between the strain and the applied tensioning force for this large-tonnage BFRP anchor cable in the stage of the system tensioning: (a) all the BFRP tendons and (b) average of the BFRP tendons for each bunch of the “BFRP-connector-strand.”</div>

Geofluids

fig11

Figure 11

Figure 11: Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 

Figure 11 | Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 