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- W2168292406 abstract "AbstractEarthquake-induced deformation of piled bridge abutments in approach embankments underlain by liquefied soils may be reduced by the restraining forces provided by the piles and bridge superstructure. Design methods accounting for these pinning effects have been applied in practice but lack significant comparison with actual physical data. Three dynamic centrifuge model tests were performed to investigate pile-pinning effects, and the results are presented in this paper. Each centrifuge model was composed of two identical embankments underlain by liquefiable soil: one with a pile group and the other without. The tests demonstrated that the embankment with a pile group experienced less lateral movement and settlement than the embankment without a pile group. To better understand and extend the results of these centrifuge tests, nonlinear deformation analyses of the three centrifuge tests were made using a fully coupled effective stress model. The ability of the analyses to model the centrifuge tests..." @default.
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- W2168292406 date "2013-03-01" @default.
- W2168292406 modified "2023-09-30" @default.
- W2168292406 title "Liquefaction Effects on Piled Bridge Abutments: Centrifuge Tests and Numerical Analyses" @default.
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- W2168292406 doi "https://doi.org/10.1061/(asce)gt.1943-5606.0000780" @default.
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