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- W2993562970 abstract "In this study, a series of 1 g shaking table model pile tests were carried out in saturated dense and loose sand to evaluate dynamic p-y curves for various conditions of flexural stiffness of a pile shaft, acceleration frequency and acceleration amplitude for input loads. Dynamic p-y backbone curve which can be applied to pseudo static analysis for saturated dense sand was proposed as a hyperbolic function by connecting the peak points of the experimental p-y curves, which corresponded to maximum soil resistances. In order to represent the backbone curve numerically, empirical equations were developed for the initial stiffness () and the ultimate capacity () of soils as a function of a friction angle and a confining stress. The applicability of a p-y backbone curve was evaluated based on the centrifuge test results of other researchers cited in literature, and this suggested backbone curve was also compared with the currently available p-y curves. And also, the scaling factor () to account for the degradation of soil resistance according to the excess pore pressure was developed from the results of saturated loose sand." @default.
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- W2993562970 date "2009-01-01" @default.
- W2993562970 modified "2023-09-23" @default.
- W2993562970 title "Dynamic p-y Backbone Curves for a Pile in Saturated Sand" @default.
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