Study on a simplified evaluation method of ultimate ground reaction force of pile group

Kazuhiro Ihara, Fumio Yagishita, Tatsuya Mase, Katsuichirou Hijikata

研究成果: Article

抄録

We proposed a simplified evaluation method for normalized force which means the ratio of each pile in the pile group to single pile on the ultimate ground reaction force. We use beam-spring model for the purpose of back calculation of the ultimate ground reaction force at each pile based on three-dimensional elasto-plastic analysis. As a result, we found that the distribution of normalized force for sandy soil and clay soil are different and the normalized forces by the simplified evaluation method correspond approximately to those obtained by back calculation from three-dimensional elasto-plastic analysis.

元の言語English
ページ(範囲)1851-1858
ページ数8
ジャーナルJournal of Structural and Construction Engineering
81
発行部数729
DOI
出版物ステータスPublished - 2016 11 1

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Piles
Plastics
Soils
Clay

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

これを引用

Study on a simplified evaluation method of ultimate ground reaction force of pile group. / Ihara, Kazuhiro; Yagishita, Fumio; Mase, Tatsuya; Hijikata, Katsuichirou.

:: Journal of Structural and Construction Engineering, 巻 81, 番号 729, 01.11.2016, p. 1851-1858.

研究成果: Article

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