Bearing capacity of shallow foundations in transversely isotropic granular media

DOI10.1002/nag.827zbMath1273.74049OpenAlexW2111577604MaRDI QIDQ2854875

No author found.

Publication date: 24 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.827

zbMATH Keywords

anisotropylocalizationbearing capacity

Mathematics Subject Classification ID

Granularity (74E20) Soil and rock mechanics (74L10)

Related Items

A generalized anisotropic failure criterion for geomaterials

Cites Work

• A gradient approach to localization of deformation. I. Hyperelastic materials
• Description of soil anisotropy based on multi-laminate framework
• On failure criteria for anisotropic cohesive-frictional materials
• A Mathematical View of Interior-Point Methods in Convex Optimization
• Modelling of sand behaviour under earthquake excitation
• Finite element analysis of deformation of strain-softening materials
• Numerical prediction of collapse loads using finite element methods
• On the description of localized deformation