Discussion of “Pile Spacing Effects on Lateral Pile Group Behavior: Analysis” by Kyle Rollins, Kimball Olsen, Derek Jensen, Brian Garrett, Ryan Olsen, and Jeffery Egbert
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Volume 135, Issue 9
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References
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Broms, B. B. (1964b). “Lateral resistance of piles in cohesionless soils.” J. Soil Mech. and Found. Div., 3, 123–156.
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Matlock, H. (1970). “Correlations for design of laterally loaded piles in soft clay.” Proc. Offshore Technical Conf., 577–594.
Robertson, P. K., Davies, M. P., and Campanella, R. G. (1989). “Design of laterally loaded driven piles using the flat dilatometer.” Geotech. Test. J., 12(1), 30–38.
Rollins, K. M., Peterson, K. T., and Weaver, T. J. (1998). “Lateral load behavior of full-scale pile group in clay.” J. Geotech. Geoenviron. Eng., 124(6), 468–478.
Rollins, K. M., Snyder, J. L., and Broderick, R. D. (2005). “Static and dynamic lateral response of a 15 pile group.” Proc., 16th Int. Conf. on Soil Mechanics and Geotechnical Engineering, 2035–2039.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135 • Issue 9 • September 2009
Pages: 1356 - 1358
Copyright
© 2009 ASCE.
History
Received: Feb 23, 2007
Accepted: Jun 15, 2007
Published online: Aug 14, 2009
Published in print: Sep 2009
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