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Geotechnical and Geological Engineering

Erschienen in:

01.06.2008 | Original Paper

Multi-surface Cyclic Plasticity Sand Model with Lode Angle Effect

verfasst von: Zhaohui Yang, Ahmed Elgamal

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 3/2008

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Abstract

A Drucker-Prager J ₂ multi-surface-plasticity sand model is modified to employ the Lade-Duncan failure criterion as the yield function. This function includes the first and third stress invariants to account for the dependence of cyclic shear stress–strain behavior on confining pressure and the Lode angle. Related modifications to the flow rule and hardening rule are described. Dependence of dilatancy on confinement is also included. Salient features of the model performance are presented under general three-dimensional (3D) loading conditions, where the yield function provides a more accurate representation of nonlinear shear response. Dynamic response analyses of a mildly inclined infinite slope are performed to illustrate the influence of excitation direction on the accumulation of liquefaction-induced lateral ground deformation.

Vorheriger Artikel Reliability of Conventional Settlement Evaluation for Circular Foundations on Stone Columns

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Titel: Multi-surface Cyclic Plasticity Sand Model with Lode Angle Effect
verfasst von: Zhaohui Yang
Ahmed Elgamal
Publikationsdatum: 01.06.2008
Verlag: Springer Netherlands
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 3/2008
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-007-9170-3

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