Meshfree generalized finite difference methods in soil mechanics—part I: theory

Author:

Ostermann I.,Kuhnert J.,Kolymbas D.,Chen C.-H.,Polymerou I.,Šmilauer V.,Vrettos C.,Chen D.

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,Modelling and Simulation

Reference29 articles.

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2. Beuth, L., Więckowski, L., Vermeer, P.A.: Solution of quasi-static large-strain problems by the material point method. Int. J. Numer. Anal. Meth. Geomech. 35, 1451–1465 (2011)

3. Blanc, T.: Numerical Simulation of Debris Flows with the 2D-SPH Depth Integrated Model. Institute for Mountain Risk Engineering, University of Natural Resources and Applied Life Sciences, Vienna, Master Thesis (2008)

4. Blanc, T., Pastor, M.: A stabilized smoothed particle hydrodynamics, Taylor-Galerkin algorithm for soil dynamics problems. Int. J. Numer. Anal. Meth. Geomech. 37, 1–30 (2013)

5. Bui, H.H., Fukagawa, R.: An improved SPH method for saturated soils and its application to investigate the mechanisms of embankment failure: case of hydrostatic pore-water pressure. Int. J. Numer. Anal. Meth. Geomech. (2011). doi: 10.1002/nag.1084

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