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Giampa, J. R., Bradshaw, A. S., Gerkus, H., Gilbert, R. B., Gavin, K. G & Sivakumar, V. (2019). The effect of shape on the pull-out capacity of shallow plate anchors in sand. Géotechnique 69, No. 4, 355–363, https://doi.org/10.1680/jgeot.17.P.269. The following mistakes have been identified. First, the incorrect source data was selected for plotting the ‘Present study’ data series in Fig. 5(a); the correct version of the figure is presented below.

Fig. 5.

Summary of experimental break-out factors for this study along with centrifuge tests from the literature for anchors with (a) circular and (b) square shapes

Fig. 5.

Summary of experimental break-out factors for this study along with centrifuge tests from the literature for anchors with (a) circular and (b) square shapes

Close Fig. 5.

Second, equation (9) was missing an exponent; the correct equation is as follows.

9

Third, the plotted data points in Fig. 9 are incorrect due to a calculation error; the correct figure is presented below.

Fig. 9.

Ratio of predicted to measured break-out factors for the anchors with (a) circular, (b) square, (c) triangular and (d) kite shapes

Fig. 9.

Ratio of predicted to measured break-out factors for the anchors with (a) circular, (b) square, (c) triangular and (d) kite shapes

Close Fig. 9.

Finally, the numerical values in Table 2 are incorrect due to a calculation error; the correct table is presented below.

The authors apologise to the readers of Géotechnique for these mistakes in the original paper.

Table 2.

Constants needed in the modified stress–dilatancy relation-ship that were determined for the sand used in this study

ShapeNγpredicted/Nγmeasured
MeanCOV
Circle1·090·11
Square1·100·09
Equilateral triangle1·120·09
Kite1·090·15

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