APPLICABILITY OF FIBER MODEL TO RC PILE-SOIL INTERACTION ANALYSIS

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  • MAKI Takeshi
    社団法人 土木学会 埼玉大学 工学部建設工学科
  • MUTSUYOSHI Hiroshi
    社団法人 土木学会 埼玉大学 工学部建設工学科
  • MAEKAWA Koichi
    社団法人 土木学会 東京大学 工学系研究科社会基盤工学専攻

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  • RC杭体-地盤相互作用解析における線材モデルの適用性
  • RC クイタイ ジバン ソウゴ サヨウ カイセキ ニ オケル センザイ モデル ノ テキヨウセイ

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Abstract

In order to clarify the applicability of fiber model to pile-soil interaction analysis. numerical evaluations of the past loading test results are synthetically performed using 3D FEM analytical method including the local behaviors between pile and soil. It can be concluded that the local separation between pile and soil (e.g. no tensile stress exists) is effective on the response behavior of RC piles, especially in the cases that the maximum damage occurs at deep position of the pile. In addition, the accuracy of the adopted model is verified for applying to the response evaluation of pile-soil system.

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