Prediction of the bearing capacity and load-displacement behavior of shallow foundations by the stress-level-based ZEL method

DOI10.1016/J.SCIENT.2011.03.003zbMath1434.74084OpenAlexW2167251760MaRDI QIDQ395074

A. Ghahramani, M. Jahanandish, M. Veiskarami

Publication date: 28 January 2014

Published in: Scientia Iranica. Transaction A: Civil Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.scient.2011.03.003

zbMATH Keywords

boundary value problemplasticityshear strength parameter

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99) Numerical and other methods in solid mechanics (74S99)

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