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Nov 8, 2021

Erratum for “Excavation Support System Design Method to Limit Damage in Adjacent Infrastructure” by Jorge Romana Giraldo and L. Sebastian Bryson

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 148, Issue 1
A composition error resulted in the incorrect version of Fig. 3 appearing in the paper. The correct figure appears herein.
Fig. 3. Variation of critical distortion normalized by the critical shear strain for each floor of the hypothetical building.
ASCE regrets the error. To preserve the published version of record, these details have been corrected only in this erratum.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 148Issue 1January 2022

History

Received: Sep 24, 2021
Accepted: Sep 27, 2021
Published online: Nov 8, 2021
Published in print: Jan 1, 2022
Discussion open until: Apr 8, 2022

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P.E.
D.GE
Hardin-Drnevich-Huang Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506 (corresponding author). ORCID: https://orcid.org/0000-0003-2350-2241. Email: [email protected]
Jorge Romana Giraldo, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506. Email: [email protected]

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