A fully coupled non‐linear dynamic analysis procedure and its verification using centrifuge test results

DOI10.1002/NAG.1610180503zbMath0809.73069OpenAlexW1967067933MaRDI QIDQ4314998

K. Arulanandan, Kanthasamy K. Muraleetharan, K. D. Mish

Publication date: 30 March 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.1610180503

zbMATH Keywords

saturated porous mediapredictor/multi-corrector algorithmquadratic accuracyDYSAC2Hilber- Hughes-Taylor \(\alpha\)-methodsurface plasticity theorythree-parameter time integration scheme

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)

Related Items (1)

Dynamics of unsaturated soils using various finite element formulations

Cites Work

• Unnamed Item

This page was built for publication: A fully coupled non‐linear dynamic analysis procedure and its verification using centrifuge test results