Discussion of “Development of Pervious Concrete Pile Ground-Improvement Alternative and Behavior under Vertical Loading” by Muhannad T. Suleiman, Lusu Ni, and Anne Raich
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Volume 141, Issue 10
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References
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Flynn, K. N., McCabe, B. A., and Egan, D. (2012). “Residual load development in cast-in-place piles—A review and new case history.” 9th Int. Conf. on Testing and Design Methods for Deep Foundations, Kanazawa, Japan, 765–773.
Ghataora, G. S., Ling, U. K., and Lee, L. (2010). “Changes in properties of clay surrounding cast in-situ piles.” Studia Geotechnica et Mechanica, 32(4), 1–15.
Government of Alberta Ministry of Transportation. (2003). “Technical resources geotechnical and erosion control): Annual landslides assessments, peace region, peace river/high level region PH 12—H 744:02 Judah Hill Slide and Heart River Valley Slide.” 〈http://www.transportation.alberta.ca/8htm〉.
Government of Alberta Ministry of Transportation. (2013). “Technical resources geotechnical and erosion control): Annual landslides assessments, peace region, peace river/high level region PH 12—H 744:02 Judah Hill Slide and Heart River Valley Slide.” 〈http://www.transportation.alberta.ca/8htm〉.
Mamonov, V. M., and Ermoshkin, P. M. (1982). “Conditions for the development of bearing capacity and shaft strength in cast-in-place piles.” Soil Mech. Found. Eng., 19(1), 11–16.
Sheik, S. A., Yan, F., and O’Neill, M. W. (1994). “Expansive cement concrete for drilled shafts.” ACI Mater. J., 91(3), 237–245.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 10 • October 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Aug 7, 2014
Accepted: Sep 26, 2014
Published online: May 7, 2015
Published in print: Oct 1, 2015
Discussion open until: Oct 7, 2015
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