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 tensioning force: (a) all the BFRP tendons and (b) average for each of the seven bunches.</div>

Geofluids

fig8

Figure 8

Figure 8: Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 

Figure 8 | Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 