A macroelement formulation for shallow foundations on cohesive and frictional soils

DOI10.1002/NAG.934zbMath1274.74187OpenAlexW2149253405MaRDI QIDQ2855302

Alain Pecker, C. T. Chatzigogos, Jean Salençon, R. Figini

Publication date: 25 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.934

zbMATH Keywords

bearing capacityplasticity modelsshallow foundationsupliftmacroelement modelling

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Cites Work

• The plastic indentation of a semi-infinite solid by a perfectly rough circular punch
• On the superposition of plastically dissipated work in upper bound limit analysis
• A macro‐element for a circular foundation to simulate 3D soil–structure interaction
• Cyclic macro-element for soil-structure interaction: material and geometrical non-linearities
• Application of thermodynamics to the global modelling of shallow foundations on frictional material

This page was built for publication: A macroelement formulation for shallow foundations on cohesive and frictional soils