Discussion of “Centrifuge Tests on Rock-Socketed Piles: Effect of Socket Roughness on Shaft Resistance” by J. G. Gutiérrez-Ch, G. Song, C. M. Heron, A. Marshall, and R. Jimenez
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Volume 148, Issue 7
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References
Choi, S. K. 1984. “The bearing capacity of foundations in weak rock.” Ph.D. thesis, Dept. of Civil Engineering, Monash Univ.
Johnston, I. W. 1991. “Development and applications of a synthetic material to simulate soft sedimentary rocks.” Géotechnique 41 (1): 165–167. https://doi.org/10.1680/geot.1991.41.1.165.
Johnston, I. W. 2020. “Revisiting methods for the design of rock socketed piles.” J. Geotech. Geoenviron. Eng. 146 (12): 04020144. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002414.
Johnston, I. W. 2022. “Evaluation of design methods for side resistance only rock socketed piles.” Can. Geotech. J. 99 (999): 1–13. https://doi.org/10.1139/cgj-2021-0249.
Johnston, I. W., and S. K. Choi. 1986. “A synthetic soft rock for laboratory model studies.” Géotechnique 36 (2): 251–263. https://doi.org/10.1680/geot.1986.36.2.251.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 148 • Issue 7 • July 2022
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© 2022 American Society of Civil Engineers.
History
Received: Sep 11, 2021
Accepted: Nov 1, 2021
Published online: Apr 29, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 29, 2022
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