Summary
A detailed investigation of the true triaxial drained and undrained response of clays has been performed. This paper summarizes the main findings of this investigation, with emphasis placed on ascertaining the existence of critical states and on the variation of the failure state of the clay with principal stress difference.
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References
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© 2013 Springer-Verlag Berlin Heidelberg
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Kaliakin, V.N., Leal, A.N. (2013). Investigation of Critical States and Failure in True Triaxial Tests of Clays. In: Yang, Q., Zhang, JM., Zheng, H., Yao, Y. (eds) Constitutive Modeling of Geomaterials. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-32814-5_22
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DOI: https://doi.org/10.1007/978-3-642-32814-5_22
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-32813-8
Online ISBN: 978-3-642-32814-5
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