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- W1979849094 abstract "Using a fully-coupled finite element analysis method, the earthquake behavior of a single pile subjected to an earthquake base shaking in a centrifuge is analysed. An effective stress based elasto-plastic constitutive model is used to represent the stress-strain behavior of the sand. A few years ago, this model was used in a before-the-event prediction exercise and the numerical predictions were found to be reasonably close to observations; samples of comparison between predictions and data are presented. The pile-soil interaction problem is analysed using a two-dimensional model of the problem, and it is shown that the results from the fully-coupled procedure compare reasonably well with centrifuge data." @default.
- W1979849094 created "2016-06-24" @default.
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- W1979849094 date "2000-07-24" @default.
- W1979849094 modified "2023-09-27" @default.
- W1979849094 title "Fully-Coupled Analysis of a Single Pile Founded in Liquefiable Sands" @default.
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- W1979849094 doi "https://doi.org/10.1061/40523(298)7" @default.
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