A multiresolution strategy for solving landslides using the Particle Finite Element Method-Reference-Cited by-同舟云学术

A multiresolution strategy for solving landslides using the Particle Finite Element Method

Published:2016-06 Issue:3 Volume:11 Page:643-657
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Becker Pablo A.^ORCID,Idelsohn Sergio R.

Funder

Directorate-General for Research and Innovation

European Research Council

Secretaría de Estado de Investigación, Desarrollo e Innovación

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s11440-016-0464-6.pdf

Reference28 articles.

1. Becker P (2015) An enhanced particle finite element method with special emphasis on landslides and debris flows. Ph.D. thesis, Universitat Politècnica de Catalunya

2. Becker P, Idelsohn S, Oñate E (2014) A unified monolithic approach for multi-fluid flows and fluid–structure interaction using the particle finite element method with fixed mesh. Comput Mech 1:122

3. Bui HH, Fukagawa R, Sako K, Ohno S (2008) Lagrangian meshfree particles method (SPH) for large deformation and failure flows of geomaterial using elastic-plastic soil constitutive model. Int J Numer Anal Methods Geomech 32(12):1537–1570

4. Cai Y, Zhu H, Zhuang X (2013) A continuous/discontinuous deformation analysis (CDDA) method based on deformable blocks for fracture modeling. Front Struct Civil Eng 7(4):369–378

5. Chorin AJ (1967) A numerical method for solving incompressible viscous flow problems. J Comput Phys 2(1):12–26

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