Closure to “Coupled Use of Cone Tip Resistance and Small Strain Shear Modulus to Assess Liquefaction Potential” by Debasis Roy
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 5
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References
Jefferis, M., and Been, K. (2006). Soil liquefaction—A critical state approach, Taylor & Francis, London.
Roy, D. (1997). “Mechanical properties of granular deposits from self-boring pressuremeter tests.” Ph.D. thesis, Univ. of British Columbia, Vancouver, Canada.
Roy, D. (2008). “Relationship between and its implication in liquefaction studies.” Proc., 3rd Int. Conf. on Site Characterization, Taylor & Francis, London, 1139–1145.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135 • Issue 5 • May 2009
Pages: 706 - 707
Copyright
© 2009 ASCE.
History
Received: Dec 3, 2008
Accepted: Dec 9, 2008
Published online: May 1, 2009
Published in print: May 2009
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Assoc. Prof., Dept. of Civil Engineering, Indian Inst. of Technology, Kharagpur 721302, India. E-mail: [email protected]
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