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Large displacement FEM modelling of the cone penetration test (CPT) in normally consolidated sand

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Publication:4456103
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DOI10.1002/nag.287zbMath1049.74787OpenAlexW1986112353MaRDI QIDQ4456103

Endra Susila, Roman D. Hryciw

Publication date: 15 March 2004

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

Full work available at URL: http://hdl.handle.net/2027.42/34878


zbMATH Keywords

sandadaptive remeshingFEM modellingcone penetration


Mathematics Subject Classification ID

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


Related Items (5)

Some computational aspects for solving deep penetration problems in geomechanics ⋮ DEM-enriched contact approach for material point method ⋮ A two-scale model of granular materials ⋮ A robust finite element approach for large deformation elastoplastic plane-strain problems ⋮ Numerical modeling of large deformations in soil structure interaction problems using FE, EFG, SPH, and MM-ALE formulations


Uses Software

  • ABAQUS
  • ABAQUS/Explicit





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