Discussion of “Stresses Developed around Displacement Piles Penetration in Sand” by Z. X. Yang, R. J. Jardine, B. T. Zhu, and S. Rimoy
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VIEW THE ORIGINAL ARTICLEAuthors: J. Butlanska [email protected] and M. ArroyoAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 3
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References
Arroyo, M., Butlanska, J., Gens, A., Calvetti, F., and Jamiolkowski, M. (2011). “Cone penetration tests in a virtual calibration chamber.” Géotechnique, 61(6), 525–531.
Butlanska, J., Arroyo, M., Gens, A., and O’Sullivan, C. (2014). “Multi-scale analysis of cone penetration test (CPT) in a virtual calibration chamber.” Can. Geotech. J., 51(1), 51–66.
Jamiolkowski, M., Lo Presti, D. C. F., and Manassero, M. (2003). “Evaluation of relative density and shear strength of sands from CPT and DMT.” Proc., Soil Behavior and Soft Ground Construction, J. T. Germaine, T. C. Sheahan, and R. V. Whitman, eds., ASCE, New York, 201–238.
O’Sullivan, C., Bray, J. D., and Li, S. (2003). “A new approach for calculating strain for particulate media.” Int. J. Numer. Anal. Methods Geomech., 27(10), 859–877.
Potyondy, D. O., and Cundall, P. A. (2004). “A bonded-particle model for rock.” Int. J. Rock Mech. Min. Sci., 41(8), 1329–1364.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141 • Issue 3 • March 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Apr 27, 2014
Accepted: Aug 20, 2014
Published online: Oct 2, 2014
Published in print: Mar 1, 2015
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Authors
Affiliations
Researcher, Dept. d’Enginyeria del Terreny, Cartogràfica i Geofísica (ETCG), Univ. Politécnica de Catalunya, Barcelona Tech, Barcelona, Cataluña 08034, Spain (corresponding author). E-mail: [email protected]
M. Arroyo
Profesor Titular Interino, Dept. d’Enginyeria del Terreny, Cartogràfica i Geofísica (ETCG), Univ. Politécnica de Catalunya, Barcelona Tech, Cataluña 08034, Spain.
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