Failure in accretionary wedges with the maximum strength theorem: numerical algorithm and 2D validation

DOI10.1007/s10596-010-9184-4zbMath1198.74047OpenAlexW2004030378MaRDI QIDQ601261

Pauline Souloumiac, Yves M. Leroy, Bertrand Maillot, Kristian Krabbenhoft

Publication date: 3 November 2010

Published in: Computational Geosciences (Search for Journal in Brave)

Full work available at URL: https://hal-mines-paristech.archives-ouvertes.fr/hal-00584137/file/laub_1-1.pdf

zbMATH Keywords

optimizationlimit analysisgeomechanicsstructural geology

Mathematics Subject Classification ID

Nonlinear programming (90C30) Geophysical solid mechanics (74L05)

Related Items (2)

Stability of accretionary wedges based on the maximum strength theorem for fluid-saturated porous media ⋮ A contact dynamics approach to the granular element method

Uses Software

• Mosek

Cites Work

• Formulation and solution of some plasticity problems as conic programs
• Finite element method and limit analysis theory for soil mechanics problems
• Kink-fold onset and development based on the maximum strength theorem
• Finite element limit analysis using linear programming
• Upper bound limit analysis using discontinuous velocity fields
• Lectures on Modern Convex Optimization
• A new discontinuous upper bound limit analysis formulation
• Upper bound limit analysis using finite elements and linear programming
• Upper bound limit analysis using linear finite elements and non-linear programming
• A general non-linear optimization algorithm for lower bound limit analysis
• Three‐dimensional Mohr–Coulomb limit analysis using semidefinite programming

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