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Simple model for transient soil loading in earthquake analysis. I. Basic model and its application

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Publication:3714649
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DOI10.1002/NAG.1610090505zbMath0587.73155OpenAlexW4381927785MaRDI QIDQ3714649

Ka-Hei Leung, O. C. Zienkiewicz, Manuel Pastor

Publication date: 1985

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.1610090505


zbMATH Keywords

cyclic loadingcritical state model'densification model''liquefaction' potentialgeneralized plasticity-bounding surface type


Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Geophysical solid mechanics (74L05)


Related Items (3)

From solids to fluidized soils: diffuse failure mechanisms in geostructures with applications to fast catastrophic landslides ⋮ A meshfree large-deformation analysis method for geotechnical engineering based on the RBF field variable mapping technology ⋮ A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials







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