Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
10295009 | Soil Dynamics and Earthquake Engineering | 2005 | 9 Pages |
Abstract
A series of 1Â g shaking table tests were executed to verify the applicability of the proposed method, and a parametric study was performed. The shaking table tests verified that the proposed method properly predicts the wall displacement, and the parametric study showed that the evaluation of a realistic wall displacement is as important as the analysis of liquefaction potential for judging the stability of quay walls.
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Sung-Ryul Kim, In-Sung Jang, Choong-Ki Chung, Myoung-Mo Kim,