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doi:10.1680/jgeot.2023.73.8.748

Casablanca, O., Biondi, G., Cascone, E. & Di Filippo, G. (2022). Static and seismic bearing capacity of shallow strip foundations on slopes. Géotechnique 72, No. 9, 769–783, https://doi.org/10.1680/jgeot.20.P.044. The following mistake has been identified. In Table 3, the values of coefficients h_ij are incorrectly reported. The correct table is as follows.

Table 3.

Coefficients of equations (43)–(47)

		C	d₁	d₂	d₃	h₁₁	h₁₂	h₁₃	h₂₁	h₂₂	h₂₃
$e_{cg}^{ss}$		0·40	3·894	2·326	0·019	−0·936	0·571	−0·102	0·494	−0·140	0·402
$e_{qg}^{ss}$		0·65	1·780	1·727	0·004	−0·462	−0·471	0·223	0·111	0·697	0·405
$e_{γ g}^{ss}$	Hill mechanism	0·65	3·056	2·683	0·562	−0·806	0·077	−0·096	0·367	0·253	0·692
	Prandtl mechanism	0·90	2·005	1·452	0·191	−1·371	0·099	0·077	1·206	−0·308	0·979

		C	d₁	d₂	d₃	h₁₁	h₁₂	h₁₃	h₂₁	h₂₂	h₂₃
$e_{cg}^{ss}$		0·40	3·894	2·326	0·019	−0·936	0·571	−0·102	0·494	−0·140	0·402
$e_{qg}^{ss}$		0·65	1·780	1·727	0·004	−0·462	−0·471	0·223	0·111	0·697	0·405
$e_{γ g}^{ss}$	Hill mechanism	0·65	3·056	2·683	0·562	−0·806	0·077	−0·096	0·367	0·253	0·692
	Prandtl mechanism	0·90	2·005	1·452	0·191	−1·371	0·099	0·077	1·206	−0·308	0·979

The authors apologise to the readers of Géotechnique for this mistake in the original paper.

2023

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