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http://dx.doi.org/10.7843/kgs.2008.24.10.17

Development of Analytical Method of Piled-Raft Foundation Considering Nonlinear Behavior of Pile  

Park, Hyun-Il (R & D Center, Samsung E & C)
Publication Information
Journal of the Korean Geotechnical Society / v.24, no.10, 2008 , pp. 17-24 More about this Journal
Abstract
In this study, two-dimensional finite element method has been developed to simply consider the nonlinear load-settlement behavior of piled raft foundation subjected to vertical loads. The raft is modeled as the plate finite element based on Mindline's theory and the pile is modeled as the proposed simple pile model that is easy to consider the complex nonlinear load-settlement behavior between pile and soil. The developed numerical method has been compared with the settlement data of lab-scaled experiment and numerical solutions to verify that the developed numerical method shows satisfactory prediction for the nonlinear load-settlement of piled raft foundation.
Keywords
Foundation; Pile; Piled raft; Raft; Settlement;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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