Recent trend for earthquake induced residual settlement of rockfill dam and some consideration on affecting factors

T. Okamoto

研究成果: Conference contribution

1 被引用数 (Scopus)

抄録

The author has analyzed the seismic acceleration response and the earthquake induced residual deformation of rockfill dams and it found that they have been affected by earthquake property including base acceleration and duration but also slope gradient and embankment method and so on. This study will clarify the effect of embankment method basing on the analysis of completed year, embankment method, long-term settlement after construction and embanked density of rock material.

本文言語English
ホスト出版物のタイトルProceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineering
出版社shers
ページ705-716
ページ数12
ISBN(印刷版)0415362407, 9780415362405
DOI
出版ステータスPublished - 2004 1 1
イベントProceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineering - Nanjing, China
継続期間: 2004 10 182004 10 20

出版物シリーズ

名前Proceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineering

Conference

ConferenceProceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineering
国/地域China
CityNanjing
Period04/10/1804/10/20

ASJC Scopus subject areas

  • 工学(全般)

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