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Mar 15, 2017

Discussion of “Fines Classification Based on Sensitivity to Pore-Fluid Chemistry” by Junbong Jang and J. Carlos Santamarina

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 7
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References

Calvello, M., Lasco, M., Vassallo, R., and Di Maio, C. (2005). “Compressibility and residual shear strength of smectitic clays: Influence of pore aqueous solutions and organic solvents.” Rivista Italiana Di Geotecnica, 39(1), 34–46.
Evans, T. M., and Simpson, D. C. (2015). “Innovative data acquisition for the fall cone test in teaching and research.” Geotech. Test. J., 38(3), 20140236.
Feng, T. W. (2000). “Fall-cone penetration and water content relationship of clays.” Géotechnique, 50(2), 181–187.
Hansbo, S. (1957). “A new approach to the determination of the shear strength of clay by the fall-cone test.” Royal Swedish Geotechnical Institute, Linköping, Sweden.
Palomino, A. M., and Santamarina, J. C. (2005). “Fabric map for kaolinite: Effects of pH and ionic concentration on behavior.” Clays Clay Miner., 53(3), 211–223.
Plaschke, M., et al. (2001). “Size characterization of bentonite colloids by different methods.” Anal. Chem., 73(17), 4338–4347.
Wood, D. M., and Wroth, C. P. (1978). “The use of the cone penetrometer to determine the plastic limit of soils.” Ground Eng., 11(3), 37.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 7July 2017

History

Received: Mar 29, 2016
Accepted: Apr 28, 2016
Published ahead of print: Mar 15, 2017
Published online: Mar 16, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 16, 2017

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A. Khoubani, S.M.ASCE
Yamamuro Fellow and Graduate Research Assistant, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331.
T. M. Evans, A.M.ASCE [email protected]
Associate Professor, School of Civil and Construction Engineering, Oregon State Univ., 101 Kearney Hall, Corvallis, OR 97331 (corresponding author). E-mail: [email protected]

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