Application of an advanced multi-surface kinematic constitutive soil model
DOI<1995::AID-NAG47>3.0.CO;2-U 10.1002/(SICI)1096-9853(19991225)23:15<1995::AID-NAG47>3.0.CO;2-UzbMath1004.74055OpenAlexW2026963335MaRDI QIDQ4492742
P. K. Woodward, Frans Molenkamp
Publication date: 6 February 2003
Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(19991225)23:15<1995::aid-nag47>3.0.co;2-u
calibrationliquefactioncollapse loadfinite element program ALTICAnonlinear elastic multi-surface plastic kinematic constitutive soil model ALTERNATplastic stress redistribution algorithmreal sand
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Plastic materials, materials of stress-rate and internal-variable type (74C99)
Cites Work
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- Limits to the Jaumann stress rate
- Two-surface versus multi-surface plasticity theories: A critical assessment
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- Monica—A computer algorithm for solving boundary value problems using the double‐hardening constitutive law Monot: I. Algorithm development
- Stresses in nearly incompressible materials by finite elements with application to the calculation of excess pore pressures
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