Closure to “Effects of Interface Roughness, Particle Geometry, and Gradation on the Sand–Steel Interface Friction Angle” by Fei Han, Eshan Ganju, Rodrigo Salgado, and Monica Prezzi
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 11
GT.1943-5606.0002172/asset/8247d610-9ff1-432c-aa5f-7029a9bca75f/assets/(asce)gt.1943-5606.0002172.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
CUR (Center for Civil Engineering Research, Codes and Specifications). 2001. Bearing capacity of steel pipe piles. Gouda, Netherlands: CUR.
Decker, J. B., K. M. Rollins, and J. C. Ellsworth. 2008. “Corrosion rate evaluation and prediction for piles based on long-term field performance.” J. Geotech. Geoenviron. Eng. 134 (3): 341–351. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:3(341).
Fleming, K., A. Weltman, M. Randolph, and K. Elson. 2008. Piling engineering. Boca Raton, FL: CRC Press.
Ganju, E., F. Han, M. Prezzi, and R. Salgado. Forthcoming. “Static load test on closed-ended pipe pile driven in gravelly sand.” J. Geotech. Geoenviron. Eng.
Han, F., V. Bisht, M. Prezzi, and R. Salgado. 2019a. “Validation of pile design methods for closed-ended driven pipe piles.” In Proc., Geo-Congress 2019, 98–110. Reston, VA: ASCE.
Han, F., E. Ganju, M. Prezzi, R. Salgado, and M. Zaheer. 2019b. “Axial resistance of open-ended pipe pile driven in gravelly sand.” Géotechnique 1–15. https://doi.org/10.1680/jgeot.18.P.117.
Han, F., E. Ganju, R. Salgado, and M. Prezzi. 2019c. “Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand.” Acta Geotech. https://doi.org/10.1007/s11440-019-00863-1.
Han, F., M. Prezzi, R. Salgado, and M. Zaheer. 2017. “Axial resistance of closed-ended steel-pipe piles driven in multilayered soil.” J. Geotech. Geoenviron. Eng. 143 (3): 04016102.
Ho, T. Y. K., R. J. Jardine, and N. Anh-Minh. 2011. “Large-displacement interface shear between steel and granular media.” Géotechnique 61 (3): 221–234. https://doi.org/10.1680/geot.8.P.086.
Jardine, R., F. Chow, R. Overy, J. Standing, and S. Jamie. 2005. ICP design methods for driven piles in sands and clays. London: Thomas Telford.
Jardine, R. J., B. M. Lehane, and S. J. Everton. 1993. “Friction coefficients for piles in sands and silts.” In Offshore site investigation and foundation behaviour, 661–677. Dordrecht, Netherlands: Springer.
Ohsaki, Y. 1982. “Corrosion of steel piles driven in soil deposits.” Soil Found. 22 (3): 57–76. https://doi.org/10.3208/sandf1972.22.3_57.
Romanoff, M. 1962. “Corrosion of steel pilings in soils.” J. Res. National Bur. Stand. Eng. Instrum. 66 (3): 223–244. https://doi.org/10.6028/jres.066C.019.
Tehrani, F. S., F. Han, R. Salgado, and M. Prezzi. 2017. “Laboratory study of the effect of pile surface roughness on the response of soil and non-displacement piles.” In Proc., Geotechnical Frontiers 2017, 256–264. Reston, VA: ASCE.
Tehrani, F. S., F. Han, R. Salgado, M. Prezzi, R. D. Tovar, and A. G. Castro. 2016. “Effect of surface roughness on the shaft resistance of non-displacement piles embedded in sand.” Géotechnique 66 (5): 386–400. https://doi.org/10.1680/jgeot.15.P.007.
Tovar-Valencia, R. D., A. C. Galvis-Castro, R. Salgado, and M. Prezzi. 2017. “Effect of surface roughness on the shaft resistance of displacement model piles in sand.” J. Geotech. Geoenviron. Eng. 144 (3): 04017120. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001828.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145 • Issue 11 • November 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Jul 1, 2019
Accepted: Jul 19, 2019
Published online: Aug 30, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 30, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.