Discussion of “Evaluation of Undrained Shear Strength Using Full-Flow Penetrometers” by Jason T. DeJong, Nicholas J. Yafrate, and Don J. DeGroot
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 138, Issue 6
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References
Klar, A., and Pinkert, S. (2010). “Steady-state solution for cylindrical penetrometers.” Int. J. Numer. Anal. Methods Geomech.IJNGDZ, 34(6), 645–659.
Randolph, M. F. (2004). “Characterisation of soft sediments for offshore applications.” Proc., 2nd Int. Conf. on Site Characterization, Vol. 1, Da Fonseca, A. V., and Mayne, P. W., eds., Millpress, Rotterdam, Netherlands, 209–232.
Yafrate, N. J., and DeJong, J. T. (2007). “Influence of penetration rate on measured resistance with full flow penetrometers in soft clay.” Proc., Advances in Measuring and Modeling of Soil Behavior, ASCE, Reston, VA.
Zhou, H., and Randolph, M. F. (2007). “Computational techniques and shearband development for cylindrical and spherical penetrometers in strain-softening clay.” Int. J. Geomech.IJGNAI, 7(4), 287–295.
Zhou, H, and Randolph, M. F. (2009). “Resistance of full-full penetrometers in rate-dependent and strain-softening clay.” GeotechniqueGTNQA8, 59(2), 79–86.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 138 • Issue 6 • June 2012
Pages: 763 - 765
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Mar 27, 2011
Accepted: May 12, 2011
Published online: May 15, 2012
Published in print: Jun 1, 2012
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Shmulik Pinkert
Ph.D. Student, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Haifa, Israel.
Associate Professor, Faculty of Civil and Environmental Engineering, Technion-Israel Institute of Technology, Haifa, Israel (corresponding author). E-mail: [email protected]
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