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- W2393055427 abstract "In the conventional preloading design methods the soft soil's rheological characteristics are not considered,and thus it is unable to explain the over-settlement and the unexpected high settlement rate at the end of preloading stage.In this paper the finite element method is adopted using a new elastic-visco-plastic constitutive model,to investigate the effects of the loading level and the loading time of surcharge preloading on the settlement.Compared with the elastic-plastic analysis results and measured data,the validation of considering the soft soil's rheological characteristics in settlements prediction is proved.The research results showed the existence of an optimum surcharge load according to the minimum post-construction settlements.And the increase of preloading time is advantageous to reducing post-construction settlements,but the effect would not be remarkable over a certain scope." @default.
- W2393055427 created "2016-06-24" @default.
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- W2393055427 date "2008-01-01" @default.
- W2393055427 modified "2023-09-24" @default.
- W2393055427 title "Analysis of Surcharge Preloading Effects of Expressway Embankment Built on Soft Foundation" @default.
- W2393055427 hasPublicationYear "2008" @default.
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