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- W2351044167 abstract "The abutment's differential settlement is a common and complicated issue in super highway;also there is no favorable research to it.In recent years,a new type abutment-flexible abutment was applied in engineering,which can prevent differential settlement.Considering the soil's consolidation and its non-linear constitutive relation,in this article,we analyzed the behavior and destruction mechanism of the flexible abutment reinforced by geo-textiles under loads by finite element method for comparative analysis.Three independent levels in reinforced soil were tried on its numerical evaluation of the flexible abutment,also the study showed that it was effective.The calculation indicated that the reinforcement could reduce its settlement(50%) as well as differential settlement(66%),also improve the embankment's stability.Field monitoring approved that the nonlinear analysis was correct." @default.
- W2351044167 created "2016-06-24" @default.
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- W2351044167 date "2006-01-01" @default.
- W2351044167 modified "2023-09-28" @default.
- W2351044167 title "Nonlinear calculation and evaluation on mechanism of flexible abutment reinforced by geo-textiles" @default.
- W2351044167 hasPublicationYear "2006" @default.
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