Closure to “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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VIEW THE ORIGINAL ARTICLEAuthors: Muhannad T. Suleiman, A.M.ASCE [email protected], Lusu Ni, S.M.ASCE [email protected], and Anne Raich, A.M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 10
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References
Brown, D. A., Turner, J. P., and Castelli, R. J. (2010). “Drilled shafts: Construction procedures and LRFD design methods.”, Federal Highway Administration, Washington, DC.
Diyaljee, V., and Pariti, M. (1990). “Stone column use in highway construction.” Proc., 43rd Geotechnical Conf., Prediction and Performance in Geotechnique, Vol. 2, Université Laval, QC, Canada, 711–718.
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.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 10 • October 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Feb 10, 2015
Accepted: Feb 25, 2015
Published online: May 7, 2015
Published in print: Oct 1, 2015
Discussion open until: Oct 7, 2015
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P. C. Rossin Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., 326 STEPs Bldg., 1W Packer Ave., Bethlehem, PA 18015 (corresponding author). E-mail: [email protected]
Former Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., 320 STEPs Bldg., 1W Packer Ave., Bethlehem, PA 18015. E-mail: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Lafayette College, 322 Acopian Engineering Center, Easton, PA 18042. E-mail: [email protected]
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