Discussion of “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 ORIGINAL ARTICLEAuthors: B. Sadık Bakır bakir@ metu.edu.tr and M. Tolga Yılmaz [email protected]; formerlyAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 7
1090-0241(2006)132:7(946)/asset/0cf2d2e1-6cd6-4916-8756-8e6378a0e368/assets/(asce)1090-0241(2006)132:7(946).fp.png)
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References
Das, B. M. (1983). Advanced soil mechanics, 2nd Ed., McGraw-Hill, Singapore.
Richards, R., Elms, D. G., and Budhu, M. (1990). “Dynamic fluidization of soils.” J. Geotech. Eng., 116(5), 740–759.
Seed, H. B., and Idriss, I. M. (1982). Ground motions and soil liquefaction during earthquakes, EERI Monograph, Berkeley, Calif., 134.
Yılmaz, M. T., Pekcan, O., and Bakır, B. S. (2004). “Undrained cyclic shear and deformation behavior of silt-clay mixtures of Adapazarı, Turkey.” Soil Dyn. Earthquake Eng., 24, 497–507.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 7 • July 2006
Pages: 946 - 947
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© 2006 ASCE.
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Published online: Jul 1, 2006
Published in print: Jul 2006
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Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara, Turkey 06531 (correspoding author). E-mail: bakir@ metu.edu.tr
Instructor, Dept. of Engineering Sciences, Middle East Technical Univ., Ankara, Turkey 06531. E-mail: [email protected]; formerly, Research Assistant, Dept. of Civil Engineering, Middle East Technical Univ., Ankara, Turkey 06531. E-mail: [email protected]
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