Centrifugal Model Test on Deformation Control of Embankment and Surrounding Ground by Using Composite Ground Improvement / 複合型地盤改良による盛土および周辺地盤の変形抑制効果に関する遠心力載荷模型実験
- Resource Type
- Journal Article
- Authors
- Hijiri HASHIMOTO; Hirochika HAYASHI; 林 宏親; 橋本 聖
- Source
- 材料 / Journal of the Society of Materials Science, Japan. 2022, 71(1):10
- Subject
- Dynamic centrifugal model test, Level-2 seismic motion, Composite ground improvement
- Language
- Japanese
- ISSN
- 0514-5163
1880-7488
In this paper, Dynamic centrifuge model tests were conducted to understand the effects of different cross-sections and unconfined compression strength of Composite ground improvement on the deformation of embankments and surrounding ground in response to Level-2 seismic motion. The result of dynamic centrifuge model experiment, we verified that Composite ground improvement can be expected to control the deformation of the surrounding ground against Level-2 seismic motion under the experimental conditions. However, the deformation control effect of the embankment depends on the cross section and strength of the shallow improvement.