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- W2323779871 abstract "Eight dynamic centrifuge experiments of pile-groups in liquefied and laterally spreading ground were performed on a 9-m-radius centrifuge. Two of the tests each contained a single-degree-of-freedom superstructure, with a fixed-base period of either 0.3 or 0.8 s, supported on a group of six piles with prototype diameters of 1.17 m. The soil profile consisted of a gently sloping nonliquefied crust over liquefiable loose sand over dense sand. Scaled earthquakes motions with peak base accelerations ranging from 0.15 g to 0.65 g were applied to each of the models. Detailed measurements and back-calculation techniques were used to evaluate the magnitude and timing of the lateral spreading and inertial loads throughout shaking. The resulting insights regarding the mechanisms of soil-pile foundation-structure interaction during liquefaction and lateral spreading are summarized, and the implications for design using simplified pseudo-static pushover analysis are discussed." @default.
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- W2323779871 date "2005-10-09" @default.
- W2323779871 modified "2023-10-09" @default.
- W2323779871 title "Experimental Observations of Inertial and Lateral Spreading Loads on Pile Groups during Earthquakes" @default.
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- W2323779871 doi "https://doi.org/10.1061/40779(158)17" @default.
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