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The dynamic nonlinear soil around each pile affects lateral load distribution and displacement of pile group. Therefore, shaking table tests were conducted to clarify the dynamic nonlinear behavior of soil around piles, and earthquake response analyses were conducted to simulate the effect of the nonlinear soil-pile interaction system on response of the superstructure supported by pile group. The obtained result of these shaking tests and analytical studies are as follows; 1)Bending moment at each pile head depends on the location of each pile in pile group, 2)Lateral subgrade reaction around piles depends on the location of each pile in pile group, 3)Proposed lumped mass model well represents response of the superstructure and pile group.

NONLINEAR LATERAL SOIL RESISTANCE AROUND PILE CONSIDERING THE EFFECT OF PILE ARRANGEMENT IN PILE GROUP