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

<div>The procedure for making the BFRP anchor cable: (a) the steel strand, (b) the BFRP tendon, (c) injecting epoxy resin adhesive, (d) the “BFRP-connector-strand” illustration, and (e) the end structure.</div>

Geofluids

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Figure 1

Figure 1: Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 

Figure 1 | Development of the Large-Tonnage Pressure-Type Prestressed Anchor Cable with BFRP for Geotechnical Engineering and Its Mechanical Properties 