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Discussion: "Radial strain behaviors and stress state interpretation of soil under direct simple shear" by X. Kang, Y. Cheng, and L. Ge.

Li, Y.; Yang, Y. M.; Roberts, G. W.; Yu, H. S.

Discussion: "Radial strain behaviors and stress state interpretation of soil under direct simple shear" by X. Kang, Y. Cheng, and L. Ge. Thumbnail


Authors

Y. Li

Y. M. Yang

G. W. Roberts

H. S. Yu



Abstract

Two methods were used in determining the stress state of simple shear tests in the discussed paper. The authors stated that the second method was proposed by Oda and Konishi, based on the distribution law of contact force (Oda, M. and Konishi, J., “Rotation of Principal Stresses in Granular Material During Simple,” Soils and Foundations., Vol. 14, No. 4, 1974, pp. 39–53.). However, the relation used in the method was found by Roscoe et al. from experimental results (Roscoe, K. H., Bassett, R. H., and Cole, E. R. L., “Principal Axes Observed During Simple Shear of a Sand,” Proceedings of the Geotechnical Conference on Shear Strength Properties of Natural Soils and Rocks, Vol. 1, Norwegian Geotechnical Institute, Oslo, 1967, pp. 231–237.). In addition, the determination of the constant k, which used k = 1 − K0, was problematic in the discussed paper. First, the equation could only be deduced after some assumptions were made. Second, the value of k was not a constant if the K0 changed.

Citation

Li, Y., Yang, Y. M., Roberts, G. W., & Yu, H. S. (2017). Discussion: "Radial strain behaviors and stress state interpretation of soil under direct simple shear" by X. Kang, Y. Cheng, and L. Ge. Journal of Testing and Evaluation, 45(2), https://doi.org/10.1520/jte20150447

Journal Article Type Article
Acceptance Date Oct 29, 2015
Online Publication Date Mar 22, 2016
Publication Date Mar 1, 2017
Deposit Date Oct 13, 2017
Publicly Available Date Oct 13, 2017
Journal Journal of Testing and Evaluation
Print ISSN 0090-3973
Electronic ISSN 1945-7553
Publisher ASTM International
Peer Reviewed Peer Reviewed
Volume 45
Issue 2
DOI https://doi.org/10.1520/jte20150447
Keywords Direct simple shear, stress state interpretation, K0, shear behavior
Public URL https://nottingham-repository.worktribe.com/output/843035
Publisher URL https://compass.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL/PAGES/JTE20150447.htm
Additional Information The regular article was published in Journal of Testing and Evaluation, Vol. 43, No. 6, 2015, pp. 1594–1601.

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