Discussion of “Bearing Capacity of Piled Rafts on Soft Clay Soils” by Luca de Sanctis and Alessandro Mandolini
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VIEW THE ORIGINAL ARTICLEAuthors: Rongchang Yang and Adel M. Hanna, F.ASCEAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 8
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References
Desai, C. S., Zaman, M. M., Lightner, J. G., and Siriwardane, H. J. (1984). “Thin layer element for interfaces and joints.” Int. J. Numer. Analyt. Meth. Geomech., 8, 19–43.
de Sanctis, L., and Mandolini, A. (2006). “Bearing capacity of piled rafts on soft clay soils.” J. Geotech. Geoenviron. Eng., 132(12), 1600–1610.
Van Langen, H., and Vermeer, P. A. (1991). “Interface elements for singular plasticity point.” Int. J. Numer. Analyt. Meth. Geomech., 15, 301–315.
Yang, J., Song, E., and Chen, Z. (2000). “Volumetric locking analysis and element choice in 3D elasoplastic analysis of soil.” Engineering Mechanics, 17(6), 6–13 (in Chinese).
Yang, R. (2006). “Nonlinear interaction of piles-soil-raft during consolidation,” Ph.D. thesis, Concordia Univ., Montreal, Quebec.
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© 2008 ASCE.
History
Received: Aug 29, 2007
Accepted: Oct 22, 2007
Published online: Aug 1, 2008
Published in print: Aug 2008
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Rongchang Yang
Research Associate, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Quebec, Canada.
Adel M. Hanna, F.ASCE
Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal, Quebec, Canada.
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