Subject
General Physics and Astronomy,Mechanics of Materials
Reference53 articles.
1. C. Aboim and W. Roth, “Bounding surface plasticity theory applied to cyclic loading of sand,” in Proc. Int. Symp. on Numerical Models in Geomechanics (Zurich, 1982), pp. 65–72.
2. A. Al Tabbaa and D. M. Wood, “An experimentally based bubble model for clay,” in Proc. 3rd Int. Symp. on Numerical Models in Geomechanics (NUMOG III) (Niagara Falls, 1989), pp. 90–99.
3. H. Alawaji, K. Runesson, S. Sture, and K. Axelsson, “Implicit integration in soil plasticity under mixed control for drained and undrained response,” Int. J. Numer. Anal. Methods Geomech. 13, 737–756 (1992).
4. K. H. Andersen, “Bearing capacity under cyclic loading – offshore, along the coast, and on land,” Can. Geotech. J. 46, 513–535 (2009).
5. F. Armero and A. Pérez-Foguet, “On the formulation of closest-point projection algorithms in elastoplasticity – part I: the variational structure,” Int. J. Numer. Methods Eng. 53, 297–329 (2002).
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