Failure envelopes and plastic potentials for eccentrically loaded surface footings on undrained soil

DOI10.1002/NAG.132zbMath0997.74041OpenAlexW2018466268MaRDI QIDQ2729195

M. Fraser Bransby

Publication date: 14 November 2002

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.132

zbMATH Keywords

plastic potentialbearing capacityeccentric loadingfailure envelopeundrained soileffective area conceptsurface footingstwo-dimensional finite element analyses

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Cites Work

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