Closure to “Determination of Bearing Capacity of Open-Ended Piles in Sand” by Kyuho Paik and Rodrigo Salgado
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 130, Issue 6
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References
Gavin, K. G., and Lehane, B. M.(2003). “The shaft capacity of pipe piles in sand.” Can. Geotech. J., 40(1), 36–45.
Lee, J., Salgado, R., and Paik, K.(2003). “Estimation of the load capacity of pipe piles in sand based on CPT results.” J. Geotech. Geoenviron. Eng., 129(5), 391–403.
Lee, J., and Salgado, R.(1999). “Determination of pile base resistance in sands.” J. Geotech. Geoenviron. Eng., 125(8), 673–683.
Lehane, B. M., and Randolph, M. F.(2002). “Evaluation of a minimum base resistance for driven piles in silicons sand.” J. Geotech. Geoenviron. Eng., 128(3), 198–205.
Lehane, B. M., Jardine, R. J., Bond, A. J., and Frank, R.(1993). “Mecha-nisms of shaft friction in sand from instrumented pile tests.” J. Geotech. Eng., 119(1), 19–35.
Randolph, M. F.(2003). “Science and empiricism in pile foundation design.” Geotechnique, 53(10), 847–875.
Salgado, R., and Randolph, M. F.(2001). “Analysis of cavity expansion in sand.” Int. J. Geomech., 1(2), 175–192.
Salgado, R., Boulanger, R., and Mitchell, J. K.(1997a). “Lateral stress effects on CPT liquefaction resistance correlations.” J. Geotech. Geoenviron. Eng., 123(8), 726–735.
Salgado, R., Mitchell, J. K., and Jamiolkowski, M.(1997b). “Cavity expansion and penetration resistance in sand.” J. Geotech. Geoenviron. Eng., 123(4), 344–354.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: May 14, 2004
Published in print: Jun 2004
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