Discussions and Closures
Jul 12, 2016

Discussion of “Undrained Young’s Modulus of Fine-Grained Soils” by B. Casey, J. T. Germaine, N. O. Abdulhadi, N. S. Kontopoulos, and C. A. Jones

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 10
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References

Casey, B., and Germaine, J. T. (2013). “The stress dependence of shear strength in fine-grained soils and correlations with liquid limit.” J. Geotech. Geoenviron. Eng., 1709–1717.
Casey, B., Germaine, J., Abdulhadi, N., Kontopoulos, N., and Jones, C. (2015). “Undrained Young’s modulus of fine-grained soils.” J. Geotech. Geoenviron. Eng., 04015070.
Casey, B., Germaine, J. T., Fleming, P. B., Reece, J. S., Gao, B., and Betts, W. (2013). “Liquid limit as a predictor of soil permeability.” Mar. Petrol. Geol., 44, 256–263.
D’Appolonia, D. J., Poulos, H. G., and Ladd, C. C. (1971). “Initial settlement of structures on clay.” J. Soil Mech. Found. Div., 97(10), 1359–1377.
Duncan, J. M., and Buchignani, A. L. (1976). An engineering manual for settlement studies, Univ. of California, Berkeley, CA.
Jardine, R. J., Potts, D. M., Fourie, A. B., and Burland, J. B. (1986). “Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction.” Géotechnique, 36(3), 377–396.
Jardine, R. J., Symes, M. J., and Burland, J. B. (1984). “The measurement of soil stiffness in the triaxial apparatus.” Géotechnique, 34(3), 323–340.
Ladd, C. C., Foott, R., Ishihara, K., Scholsser, F., and Poulos, H. (1977). “Stress-deformation and strength characteristics.” Proc., 9th Int. Conf. on Soil Mechanics and Foundation Engineering, Vol. 2, Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, 421–494.
Li, Y., and Bolton, M. D. (2014). “Energy conservation validates deformation mechanisms around model cantilever wall excavations in sand.” Géotechnique, 64(6), 419–430.
Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1996). “Rate-dependent undrained shear behavior of saturated clay.” J. Geotech. Eng., 122(2), 99–109.
Vardanega, P. J. (2012). “Strength mobilisation for geotechnical design and its application to bored piles.” Ph.D. thesis, Univ. of Cambridge, Cambridge, U.K.
Vardanega, P. J., et al. (2013). “Discussion: Laboratory measurement of strength mobilisation in kaolin: Link to stress history.” Géotech. Lett., 3(1), 16–17.
Vardanega, P. J., and Bolton, M. D. (2011). “Strength mobilization in clays and silts.” Can. Geotech. J., 48(10), 1485–1503.
Vardanega, P. J., and Bolton, M. D. (2012). “Corrigendum “Strength mobilization in clays and silts”.” Can. Geotech. J., 49(5), 631.
Vardanega, P. J., Lau, B. H., Lam, S. Y., Haigh, S. K., Madabhushi, S. P. G., and Bolton, M. D. (2012). “Laboratory measurement of strength mobilization in kaolin: Link to stress history.” Géotech. Lett., 2(1), 9–15.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 10October 2016

History

Received: Jan 6, 2016
Accepted: Feb 29, 2016
Published online: Jul 12, 2016
Published in print: Oct 1, 2016
Discussion open until: Dec 12, 2016

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P. J. Vardanega, Ph.D., M.ASCE [email protected]
Lecturer, Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, U.K. (corresponding author). E-mail: [email protected]
M. D. Bolton, Ph.D. [email protected]
C.Eng.
Emeritus Professor of Soil Mechanics, Dept. of Engineering, Univ. of Cambridge, Cambridge CP2 1PZ, U.K. E-mail: [email protected]

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