Geotechnical Data and Pile Design - Offshore Structures: Design, Construction and Maintenance - page 229

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Depth (ft)

FIGURE 4.3 CPTU output results.

4.4.2 Field Vane Test
Vane blades should be rectangular, as defined in ASTM D-2573-01 or BS
5930:1999.
Shear strengths are given in Table 4.2 , based on the geometrical dimen-
sions of the vane blades. The vane test in the borehole offshore is presented
in Figure 4.4 .