Erratum for “Influence of Dilation Angle on Drained Shallow Circular Anchor Uplift Capacity” by Joseph R. Giampa, Aaron S. Bradshaw, and James A. Schneider
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VIEW THE CORRECTED ARTICLEPublication: International Journal of Geomechanics
Volume 18, Issue 11
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, and the peak-mobilized shear stress (τf) is defined as
(6)
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 …”
Reference
White, D. J., C. Y. Cheuk, and M. Bolton. 2008. “The uplift resistance of pipes and plate anchors buried in sand.” Géotechnique 58 (10): 771–779.
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© 2018 American Society of Civil Engineers.
History
Received: Jun 19, 2018
Accepted: Jul 12, 2018
Published online: Aug 22, 2018
Published in print: Nov 1, 2018
Discussion open until: Jan 22, 2019
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