Soil-structure interaction problems of the pole foundation using precast concrete

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In this study, a pole with precast concrete parts is adopted. The mechanical behavior of the pole and the soil has not been clarified because of the uneven shape of the pole foundation. This study aims at clarifying the characteristic of the earth pressure under horizontal and torsional load. Moreover, Element-free Galerkin method with stabilization term is presented for the analysis of the pole foundation. In order to validate the method, some numerical results are given.