Nonlinear Analysis Method for Evaluating the Seismic Stability of Rock Slopes Considering Progressive Failure

Makoto Ishimaru, Kazumasa Hashi, Kenji Oikawa, Tadashi Kawai

研究成果: Article査読

3 被引用数 (Scopus)

抄録

This study investigated the applicability of a nonlinear analysis method that considers progressive failure to evaluating the stability of rock slopes, including post-earthquake residual displacement. The vibration step of the nonlinear analysis, which begins after residual displacement occurs, was found to match that of a dynamic centrifugal model test. The nonlinear analysis was concluded to be relatively conservative because it calculated a slightly larger residual displacement than that observed during the model test. A real-scale soft rock slope was analyzed, and the results showed that the proposed analysis method is useful for evaluating slope seismic stability, including post-earthquake residual displacements.

本文言語English
論文番号1841008
ジャーナルJournal of Earthquake and Tsunami
12
4
DOI
出版ステータスPublished - 2018 10月 1

ASJC Scopus subject areas

  • 海洋学
  • 地盤工学および土木地質学
  • 地球物理学

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