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- W623467710 abstract "The additional settlement in existing roadbed generated by roadbed widening was studied based on finite element method (FEM)i¤A two-side widening engineering in a bidirectional and four-lane highway with 6 m thickness soft soil ground was selected as the numerical analysis modeli¤Two kinds of multi stage construction condition were chosen to simulate the process of roadbed fill in widened parts with different time intervals and consolidationi¤The behavior of soft soil ground settlement in the process of roadbed widening were analyzed according to the settlement-time (s-t) curves produced by monitoring the specified points with different depths under the slope toe of existing roadbed, which revealed the diversification properties of additional settlement in the soft soil ground and its continuance time in the whole processi¤Analysis results show that (1) the filling approach of widening roadbed affects mainly to the continuance time of additional settlement in existing roadbed but little to magnitude,which may serve to minish the construction time if the works of roadbed filling and soft soil ground consolidation are respectively arranged in relatively centralized periods; (2) the final magnitude of additional settlement can be obtained according to the filling thickness of widening roadbedi¤" @default.
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- W623467710 date "2008-10-01" @default.
- W623467710 modified "2023-09-27" @default.
- W623467710 title "Numerical Analysis of Additional Settlement in Existing Roadbed Produced by Roadbed Widening" @default.
- W623467710 hasPublicationYear "2008" @default.
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