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- W2390693679 abstract "Overall stability of geosynthetic reinforced soil(GRS) abutments has been researched by limited differences method(FDM) based on shear strength reduction theory in this paper.Geogrid internal force of GRS bridge abutments has been gained.The results of numerical calculation are very close to the measured data.The stress mechanism of GRS structure and potential fractured surface of Geogrid were researched.Reasonable grid density of GRS structure using FDM program FLAC was discussed.The grid density has a great influence on the calculation results.Plastic region and plastic development of GRS structures were also discussed in this paper." @default.
- W2390693679 created "2016-06-24" @default.
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- W2390693679 date "2009-01-01" @default.
- W2390693679 modified "2023-09-23" @default.
- W2390693679 title "Stability Analysis on Geosynthetic Reinforced Soil Abutments by Limited Differences Method" @default.
- W2390693679 hasPublicationYear "2009" @default.
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