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• W2266735881 abstract "Abstract. A nonlinear nite element method with an eight-noded isoparametric quadrilateral elementis used for the prediction of load-deformation behavior including the bearing capacity of foundations.A Disturbed State Concept (DSC) with a Hierarchical Single-Surface (HISS) plasticity model with anassociated ow rule, and a Generalized Plasticity Model (GPM) with a non-associated ow rule are usedto characterize the constitutive behavior of soils. The DSC model, however, can allow for non-associativebehavior through the use of disturbance. Both models are able to simulate load-deformation includingsoftening behavior. However, the GPM is based on the continuum approach while the DSC can allowfor discontinuity due to factors such as microcracking. Predictions by both models show good agreementwith laboratory data. A comparison between the DSC/HISS and generalized plasticity model is presentedand it is found that the DSC/HISS model has certain advantages over the generalized plasticity model. Amodied Terzaghi theory is developed for the bearing capacity based on the dependence of material behaviorand in-situ stress; it can be used to compute the bearing capacity aected by in-situ stress." @default.
• W2266735881 created "2016-06-24" @default.
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• W2266735881 date "2009-06-01" @default.
• W2266735881 modified "2023-09-28" @default.
• W2266735881 title "IMPLEMENTATION AND COMPARISON OF A GENERALIZED PLASTICITY AND DISTURBED STATE CONCEPT FOR THE LOAD-DEFORMATION BEHAVIOR OF FOUNDATIONS" @default.
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