Discussions and Closures
Feb 28, 2021

Closure to “Procedure for Estimating Shear-Induced Seismic Slope Displacement for Shallow Crustal Earthquakes” by Jonathan D. Bray and Jorge Macedo

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 5
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Acknowledgments

The Faculty Chair in Earthquake Engineering Excellence at UC Berkeley provided partial financial support to perform this research, which was supplemented by the School of Civil and Environmental Engineering at Georgia Tech. The writers thank the discussers for providing insights on the use of the original paper’s procedure.

References

Ambraseys, N. N., and S. K. Sarma. 1967. “The response of earth dams to strong earthquakes.” Géotechnique 17 (3): 181–213. https://doi.org/10.1680/geot.1967.17.3.181.
Bray, J. D. 2007 “Simplified seismic slope displacement procedures.” In Proc., 4th Int. Conf. on Earthquake Geotechnical Engineering—Invited Lectures, edited by K. D. Pitilakis, 327–353. New York: Springer.
Bray, J. D., and J. Macedo. 2020. “Simplified seismic slope stability Excel spreadsheets.” Accessed June 15, 2020. https://www.ce.berkeley.edu/people/faculty/bray/research.
Schnabel, P. B., J. Lysmer, and H. B. Seed. 1972. SHAKE: A computer program for earthquake response analysis of horizontally layered sites. Berkeley, CA: Earthquake Engineering Research Center, Univ. of California.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147Issue 5May 2021

History

Received: Jul 17, 2020
Accepted: Dec 10, 2020
Published online: Feb 28, 2021
Published in print: May 1, 2021
Discussion open until: Jul 28, 2021

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Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author). ORCID: https://orcid.org/0000-0001-9368-4365. Email: [email protected]
Jorge Macedo, M.ASCE [email protected]
Assistant Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332. Email: [email protected]

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