Discussions and Closures
Mar 13, 2023

Discussion of “Centrifuge Model Tests of Liquefaction-Induced Downdrag on Piles in Uniform Liquefiable Deposits”

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 149, Issue 5
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References

Andersen, K. H., and K. Schjetne. 2013. “Database of friction angles of sand and consolidation characteristics of sand, silt and clay.” J. Geotech. Geoenviron. Eng. 139 (7): 1140–1155. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000839.
Hansen, J., et al. 1953. “Discussion to ‘Piles and pile foundations, settlements of pile foundations’.” In Vol. 3 of Proc., 3rd Int. Conf. on Soil Mechanics and Foundations Engineering, 172. Reston, VA: ASCE.
Koutsoftas, D. C. 2002. “High capacity piles in very dense sands.” In Proc., Int. Perspective on Theory, Design and Performance: International Deep Foundation Congress, 632–646. Reston, VA: ASCE.
Kuwabara, F., and H. G. Poulos. 1989. “Downdrag forces on pile groups.” J. Geotech. Eng. 115 (6): 806–818. https://doi.org/10.1061/(ASCE)0733-9410(1989)115:6(806).
Leonards, G. A. 1972. “Settlements of pile foundations in granular soil.” In Vol. 1 of Proc., ASCE Specialty Conf. on the Performance of Earth and Earth Supported Structures, 1169–1184. Lafayette, IN: Purdue Univ.
McClelland, B. 1972. “Design and performance of deep foundations.” In Vol. 2 of Proc., ASCE Specialty Conf. on Performance of Earth and Earth Supported Structures, 111–144. Lafayette, IN: Purdue Univ.
Vesic, A. 1969. “Experiences with instrumented pile groups in sand.” In Performance of deep foundations, 177. West Conshohocken, PA: ASTM.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 149Issue 5May 2023

History

Received: Sep 21, 2022
Accepted: Sep 30, 2022
Published online: Mar 13, 2023
Published in print: May 1, 2023
Discussion open until: Aug 13, 2023

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Demetrious C. Koutsoftas, M.ASCE [email protected]
Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 91431. Email: [email protected]

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