Closure to “High-Modulus Columns for Liquefaction Mitigation” by James R. Martin II, C. Guney Olgun, James K. Mitchell, and H. Turan Durgunoğlu
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VIEW THE REPLYAuthors: James R. Martin II, C. Guney Olgun, James K. Mitchell, and H. Turan DurgunoğluAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 7
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References
Baez, J. I. (1995). “A design model for the reduction of soil liquefaction by vibrostone columns.” Ph.D. dissertation, Univ. of Southern California, Los Angeles.
Boulanger, R. W., and Idriss, I. M. (2004). “Evaluating the potential for liquefaction or cyclic failure of silts and clays.” Rep. UCD/CGM-04/01, Center for Geotechnical Modeling, Univ. of California, Davis, Calif.
Prevost, J. H. (1981). “DYNAFLOW: A nonlinear transient finite element analysis program.” Technical Rep., Dept. of Civil Engineering and Operations Research, Princeton Univ., Princeton, N.J.
Seed, H. B., and Idriss, I. M. (1982). “Ground motions and soil liquefaction during earthquakes.” Earthquake Engineering Research Institute, Berkeley, Calif.
Zergoun, M., and Vaid, Y. P. (1994). “Effective stress response of clay to undrained cyclic loading.” Can. Geotech. J., 31, 714–727.
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© 2006 ASCE.
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Published online: Jul 1, 2006
Published in print: Jul 2006
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James R. Martin II
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
C. Guney Olgun
Research Scientist, Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
James K. Mitchell
University Distinguished Professor, Emeritus, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA.
H. Turan Durgunoğlu
Professor, Dept. of Civil Engineering, Bogazici Univ., PK2 80850, Bebek, Istanbul, Turkey.
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