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- W2378702719 abstract "Based on the self-consistent theory and concept of strain consistency,a mechanical model for soil-reinforced composite material was advanced,and a elasto-plastic dynamic numerical analysis program was compiled by FEM. Using it,the structural characteristics of a stepped geogrid RSRW were analyzed.The evolution regularity on displacement,stress,geogrid puli and plastic zone of the RSRW were opened out roundly.Compared with model experiment,it can be seen that the results calculated by the present method are commendably consistent with those tested by model experiment." @default.
- W2378702719 created "2016-06-24" @default.
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- W2378702719 date "2006-01-01" @default.
- W2378702719 modified "2023-09-23" @default.
- W2378702719 title "Elasto-Plastic Dynamic FEM Analysis for Geogrid Reinforced Soil Retaining Wall" @default.
- W2378702719 hasPublicationYear "2006" @default.
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