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Abstract
The problem of large deformations often occurs in geotechnical engineering. Numerical modeling of such issues is usually complex and tricky. The chosen solution has to implicate soil-soil and soil-structure interactions. In this paper, a review of the most popular numerical methods for large deformation problems is presented. The Coupled Eulerian-Lagrangian (CEL) method, the Arbitrary Lagrangian-Eulerian (ALE) method, the Smoothed Particle Hydrodynamics (SPH) method, the Particle Finite Element Method (PFEM) and the Material Point Method (MPM) are described. The basic concepts and features of these methods are shown. Also a comparison of these methods in terms of geotechnical engineering is made.
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- Category:
- Conference activity
- Type:
- publikacja w wydawnictwie zbiorowym recenzowanym (także w materiałach konferencyjnych)
- Title of issue:
- The PhD Interdisciplinary Journal. - tom 1 strony 49 - 55
- Language:
- English
- Publication year:
- 2014
- Bibliographic description:
- Konkol J.: Numerical solutions for large deformation problems in geotechnical engineering// The PhD Interdisciplinary Journal. - tom 1/ ed. Michał Czubenko Gdańsk: Politechnika Gdańska, 2014, s.49-55
- Verified by:
- Gdańsk University of Technology
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