Erratum: "Influence of dilation angle on drained shallow circular anchor uplift capacity" by Joseph R. Giampa, Aaron S. Bradshaw, and James A. Schneider [Int. J. Geomech (08218002)] DOI: 10.1061/(ASCE)GM.1943-5622.0000725

Authors

Joseph R. Giampa, GEI Consultants Inc
Aaron S. Bradshaw, University of Rhode IslandFollow
James A. Schneider, Civil Engineer

Document Type

Article

Date of Original Version

11-1-2018

Abstract

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...".

Publication Title, e.g., Journal

International Journal of Geomechanics

Volume

18

Issue

11

Citation/Publisher Attribution

Giampa, Joseph R., Aaron S. Bradshaw, and James A. Schneider. "Erratum: "Influence of dilation angle on drained shallow circular anchor uplift capacity" by Joseph R. Giampa, Aaron S. Bradshaw, and James A. Schneider [Int. J. Geomech (08218002)] DOI: 10.1061/(ASCE)GM.1943-5622.0000725." International Journal of Geomechanics 18, 11 (2018). doi: 10.1061/(ASCE)GM.1943-5622.0001329.