Consolidation analysis for partly saturated clay by using an elastic–plastic effective stress–strain model
- 1 January 1983
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 7 (1) , 39-55
- https://doi.org/10.1002/nag.1610070106
Abstract
No abstract availableKeywords
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- CorrespondenceGéotechnique, 1962
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