Calculation of the critical height of a homogenized reinforced soil wall: A numerical approach

DOI10.1002/nag.1610180704zbMath0811.73052OpenAlexW1995476045MaRDI QIDQ4319475

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Publication date: 11 January 1995

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.1610180704

zbMATH Keywords

stability analysislinear programming problemlower and upper bound theoremsmacroscopic yield conditionXPRESS industrial LP code

Mathematics Subject Classification ID

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

Related Items (10)

Limit analysis and computational modeling of the hollow sphere model with a Mises-Schleicher matrix ⋮ Upper bound limit analysis using discontinuous quadratic displacement fields ⋮ A homogenization approach for assessing the yield strength properties of stone column reinforced soils ⋮ Assessment of hollow spheroid models for ductile failure prediction by limit analysis and conic programming ⋮ 3D-FEM formulations of limit analysis methods for porous pressure-sensitive materials ⋮ Numerical assessment of the macroscopic strength criterion of reinforced soils using semidefinite programming ⋮ A class of strain‐displacement elements in upper bound limit analysis ⋮ Limit analysis and convex programming: A decomposition approach of the kinematic mixed method ⋮ New bounds for the height limit of a vertical slope ⋮ Large static problem in numerical limit analysis: A decomposition approach

Uses Software

• XPRESS

Cites Work

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