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

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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.

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...

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Bibliographic Details
Main Authors:	Li, Y., Yang, Y.M., Roberts, G.W., Yu, H.S.
Format:	Article
Published:	ASTM International 2017
Subjects:	Direct simple shear stress state interpretation K0 shear behavior
Online Access:	https://eprints.nottingham.ac.uk/47245/

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