Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic–plastic soil constitutive model
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- 11 February 2008
- journal article
- research article
- Published by Wiley in International Journal for Numerical and Analytical Methods in Geomechanics
- Vol. 32 (12), 1537-1570
- https://doi.org/10.1002/nag.688
Abstract
No abstract availableKeywords
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