2018年10月
Stress-strain response of the LEAP-2015 centrifuge tests and numerical predictions
Soil Dynamics and Earthquake Engineering
- 巻
- 113
- 号
- 開始ページ
- 804
- 終了ページ
- 818
- 記述言語
- 英語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.1016/j.soildyn.2017.10.014
© 2017 The Liquefaction Experiments and Analysis Projects (LEAP) is an international effort to produce a set of high quality test data and to then use it in a validation exercise of existing computational models and simulation procedures for soil liquefaction analysis. A validation effort (LEAP-GWU 2015) was undertaken using a benchmark centrifuge model of a sloping deposit tested in a rigid-wall container. This article presents and discusses the shear stress-strain responses and effective stress paths of the LEAP-GW 2015 centrifuge tests and numerical predictions (including an assessment of the effects of the rigid boundaries).
- リンク情報
- ID情報
-
- DOI : 10.1016/j.soildyn.2017.10.014
- ISSN : 0267-7261
- SCOPUS ID : 85026312782