Closure to “Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers” by Jason T. DeJong, Nicholas J. Yafrate, and Don J. DeGroot
Authors: Jason DeJong, M.ASCE [email protected], Don DeGroot, M.ASCE [email protected], and Nicholas Yafrate, M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6
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References
Kulhawy, F. H., and Mayne, P. W. (1990). “Manual on estimating soil properties for foundation design.” Rep. EPRI-EL 6800, Electric Power Research Institute, Palo Alto, CA.
Lunne, T., and Andersen, K. H. (2007). “Soft clay shear strength parameters for deepwater geotechnical design.” Proc., 6th Int. Conf. on Offshore Site Investigation and Geotechnics, Society for Underwater Technology (SUT), London, 151–176.
Randolph, M. F., and Hope, S. (2004). “Effect of cone velocity on cone resistance and excess pore pressures,” Proc., Int. Symp. on Engineering Practice and Performance of Soft Deposits, Yodogawa Kogisha, Osaka, Japan.
Yafrate, N. J., DeJong, J. T., and DeGroot, D. J. (2007). “The influence of full-flow penetrometer area ratio on undrained strength measurements.” Proc., 6th Int. Conf. on Offshore Site Investigation and Geo-technics, Society for Underwater Technology (SUT), London, 461–468.
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© 2012. American Society of Civil Engineers.
History
Received: Oct 19, 2011
Accepted: Nov 28, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California Davis, One Shields Ave., Davis, CA 95616 (corresponding author). E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, Amherst, MA 01003. E-mail: [email protected]
Senior Staff Engineer, Geosyntec Consultants, Acton, MA 01720; formerly, Doctoral Student, Univ. of California Davis, One Shields Ave., Davis, CA 95616. E-mail: [email protected]
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