2010年6月
1-G model tests and hollow cylindrical torsional shear experiments on seismic residual displacements of fill dams from the viewpoint of seismic performance-based design
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
- ,
- ,
- ,
- 巻
- 30
- 号
- 6
- 開始ページ
- 423
- 終了ページ
- 437
- 記述言語
- 英語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1016/j.soildyn.2009.12.016
- 出版者・発行元
- ELSEVIER SCI LTD
This paper concerns technological efforts for the general acceptance of performance-based seismic design principle of geotechnical structures. Among many problems to be solved, a particular emphasis was placed on the prediction of residual displacement that remains after a strong earthquake. Because of the complicated behavior of soils undergoing cyclic loading, the prediction is often either complicated/costly or not very accurate. The aim of this study is to examine the capability of existing prediction measures and propose some future scopes. To achieve these goals, shaking table model tests and laboratory shear tests were conducted by taking fill dams as an example target structure. It is concluded that performance-based design is possible if the necessary time and cost are spent and if the required accuracy of prediction is reasonable. (C) 2009 Elsevier Ltd. All rights reserved.
- リンク情報
- ID情報
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- DOI : 10.1016/j.soildyn.2009.12.016
- ISSN : 0267-7261
- eISSN : 1879-341X
- J-Global ID : 201002236639856034
- SCOPUS ID : 77249103130
- Web of Science ID : WOS:000276257800001