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
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 10
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Copyright
© 2016 American Society of Civil Engineers.
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
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.