Abstract
The end bearing capacity of a pile is modeled for two-dimensional effective stress analysis by initially conducting a vertical loading test in a centrifugal field and then simulating the vertical loading test by three-dimensional analysis to validate the three-dimensional analysis. Finally, a model, which uses nonlinear spring elements for two-dimensional analysis, is proposed and validated via case studies. In the proposed model, the nonlinear spring elements are characterized by the hyperbolic relationship determined in the three-dimensional analysis.
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Hyodo, J., Shiozaki, Y., Sone, A., Ozutsumi, O., Ichii, K. (2018). Modeling the Axial Behavior of Piles. In: Iai, S. (eds) Developments in Earthquake Geotechnics. Geotechnical, Geological and Earthquake Engineering, vol 43. Springer, Cham. https://doi.org/10.1007/978-3-319-62069-5_14
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DOI: https://doi.org/10.1007/978-3-319-62069-5_14
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