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 › 査読

1 被引用数 (Scopus)

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.

本文言語English
ページ（範囲）1851-1858
ページ数8
ジャーナルJournal of Structural and Construction Engineering
巻81
号729
DOI
出版ステータスPublished - 2016 11 1

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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