Discussion of "A Comparative Study of Suction-Induced Seepage Consolidation Versus Centrifuge Consolidation" by R. G. Robinson, T. S. Tan, and F. H. Lee
Fox, PJ
Department of Civil and Environmental Engineering and Geodetic Science, Ohio State University, Columbus, OH 43210

Lee, J
Department of Civil and Environmental Engineering and Geodetic Science, Ohio State University, Columbus, OH 43210

Qiu, T
Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095

(Received 4 August 2003; accepted 17 October 2003)

Abstract


Keywords:
Clay, large strain consolidation, pore pressure, seepage, suction

Paper ID: GTJ12082
DOI: 10.1520/GTJ12082

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Author Fox, PJ Affiliation Department of Civil and Environmental Engineering and Geodetic Science, Ohio State University, Columbus, OH 43210 Author Lee, J Affiliation Department of Civil and Environmental Engineering and Geodetic Science, Ohio State University, Columbus, OH 43210 Author Qiu, T Affiliation Department of Civil and Environmental Engineering, University of California, Los Angeles, CA 90095 Author Fox PJ, Lee J, Qiu T Title Discussion of "A Comparative Study of Suction-Induced Seepage Consolidation Versus Centrifuge Consolidation" by R. G. Robinson, T. S. Tan, and F. H. Lee Symposium , Committee on