Abstract
It is critical to predict the behaviors of between the group-pile foundations and superstructures during large magnitude of earthquakes. In this research, 3D numerical analysis of real-scale group-pile foundation subjected to horizontal cyclic loading is conducted by using DBLEAVES. In numerical analysis, nonlinear behaviors of between ground and piles are predicted through cyclic mobility model and axial force dependent model(AFD model), respectively. This research is objected to prove availability of the analysis method by comparing numerical results and field test results.
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