Erratum for “Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity” by Joseph R. Giampa, Aaron S. Bradshaw, and James A. Schneider

Eq. (6) and the surrounding text were incorrectly provided in the original paper. They should be written as follows:

“Consistent with assumptions made by White et al. (2008), the friction coefficient equals tan${\varphi \prime }_p$, and the peak-mobilized shear stress (τ_f) is defined as

Integrating both the shear and normal stresses along the failure surface and taking the difference between the vertical force components and then combining with Eq. (5), the peak uplift resistance is calculated as …”