Application of centrifuge technique to seashore-soil behaviour in swash zone
| Project/Area Number |
25820218
|
|---|
| Research Category |
Grant-in-Aid for Young Scientists (B)
|
| Allocation Type | Multi-year Fund |
|---|
| Research Field |
Geotechnical engineering
|
|---|
| Research Institution | Independent Administrative Institution Port and Airport Research Institute |
|---|
Principal Investigator |
TAKAHASHI Hidenori 独立行政法人港湾空港技術研究所, その他部局等, その他 (60371762)
|
|---|
| Project Period (FY) |
2013-04-01 – 2015-03-31
|
| Project Status |
Completed (Fiscal Year 2014)
|
| Budget Amount *help |
¥3,250,000 (Direct Cost: ¥2,500,000、Indirect Cost: ¥750,000)
Fiscal Year 2014: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2013: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
|
|---|
| Keywords | 地盤工学 / 水工水理学 / 波浪 / 海浜 / 遠心模型実験 / 砕波 / 砕波帯 / 波打ち帯 / 海浜地盤 / 相似則 |
|---|
| Outline of Final Research Achievements |
The stability of seashore-soil in the swash zone has not been clarified yet. In particular, there are few studies based on the geotechnical view point. In this study, it was attempted to introduce a centrifuge test technique to this problem. First, the new wave generator was developed because the capacity and area of the centrifuge platform were limited. Second, the efficacy of a centrifuge model test was verified under an appropriate similitude law and the modelling of models method. Further, the soil behaviours under breaking waves were investigated and shown.
|
Report
(3 results)
Research Products
(7 results)
