Simulation of settlement and bearing capacity of shallow foundations with soft particle code (SPARC) and FE

DOI10.1007/S13137-018-0109-ZzbMath1415.74047OpenAlexW2888124655WikidataQ58579882 ScholiaQ58579882MaRDI QIDQ2000757

Barbara Schneider-Muntau, Iman Bathaeian

Publication date: 28 June 2019

Published in: GEM - International Journal on Geomathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s13137-018-0109-z

zbMATH Keywords

finite element methodshear bandhypoplasticitybearing capacityshallow foundationbarodesy for claymeshfree methods (SPARC)

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15) Numerical interpolation (65D05) Nonlinear constitutive equations for materials with memory (74D10) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60) PDEs in connection with mechanics of deformable solids (35Q74) Strong solutions to PDEs (35D35) Probabilistic methods, particle methods, etc. for initial value and initial-boundary value problems involving PDEs (65M75) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)

Uses Software

• Soft PARticle Code
• MESHFREE

Cites Work

• Meshfree generalized finite difference methods in soil mechanics. I: Theory
• Meshfree generalized finite difference methods in soil mechanics. II: Numerical results
• Simulation of shear bands with soft particle code (SPARC) and FE
• Unnamed Item

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