Discussion of “Static Capacity of Closed-Ended Pipe Pile Driven in Gravelly Sand” by Eshan Ganju, Fei Han, Monica Prezzi, and Rodrigo Salgado
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VIEW THE ORIGINAL ARTICLEAuthors: Karolyn Resch de Moraes Santos https://orcid.org/0000-0002-5979-1893 [email protected] and Bernadete Ragoni Danziger https://orcid.org/0000-0001-8413-1240 [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 8
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References
Aoki, N., and D. A. Velloso. 1975. “An approximate method to estimate the bearing capacity of piles.” In Proc., Panamerican Conf. on Soil Mechanics and Foundation Engineering, 367–376. Buenos Aires, Argentina: International Society of Soil Mechanics and Geotechnical Engineering.
Costa, L. M., B. R. Danziger, and F. R. Lopes. 2001. “Prediction of residual stresses in piles.” Can. Geotech. J. 38 (2): 410–421. https://doi.org/10.1139/t00-095.
Falconi, F. F., and W. Perez. 2008. “Instrumented pile load test in steel pile of decreasing section with depth in Santista Basin. Performance analyses and design criteria.” [In Portuguese.] In Proc., IV Luso Brasileiro Conf. and XI Portuguese Conf., 147–154. Lisboa, Portugal: Sociedade Portuguesa de Geotecnia.
Sorensen, T., and J. B. Hansen. 1957. “Pile driving formulae. An investigation based on dimensional considerations and statistical analysis.” In Vol. 2 of Proc., 4th Int. Conf. on Soil Mechanics and Foundation Engineering, 61–65. London: Butterwoorths Scientific Publications.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 8 • August 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Jun 1, 2020
Accepted: Jul 21, 2020
Published online: May 25, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 25, 2021
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Researcher, Departamento de Estruturas e Fundações, Universidade do Estado do Rio de Janeiro—Campus Vila Isabel, Rio de Janeiro 20550-013, Brazil. ORCID: https://orcid.org/0000-0002-5979-1893. Email: [email protected]
Professor, Departamento de Estruturas e Fundações, Universidade do Estado do Rio de Janeiro—Campus Vila Isabel, Rio de Janeiro 20550-013, Brazil (corresponding author). ORCID: https://orcid.org/0000-0001-8413-1240. Email: [email protected]
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