| Project/Area Number |
22510198
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (C)
|
| Allocation Type | Single-year Grants |
|---|
| Section | 一般 |
|---|
| Research Field |
Natural disaster science
|
|---|
| Research Institution | Kanto Gakuin University |
|---|
Principal Investigator |
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
SAKAI Hideo 富山大学, 大学院・理工学研究部, 教授 (30134993)
|
|---|
| Project Period (FY) |
2010 – 2012
|
| Project Status |
Completed (Fiscal Year 2012)
|
| Budget Amount *help |
¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2012: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2011: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2010: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
|
|---|
| Keywords | 地震災害 / 河川堤防 / 地盤災害 / 耐震 / 耐震性 / 支持力 / 地盤改良 / 基礎 / 液状化 / 地震 / 振動 / 防災 / 変状対策 / レーダー探査 / 対策工 |
|---|
| Research Abstract |
To prevent from a catastrophic collapse of river embankment, and to maintain performance of it during earthquake, a countermeasure was developed. A reinforcement method of wrapping around river embankment by a sheet in combination with conical concrete block and non-woven fabric was studied. This sheet is called ”conical matt”. In addition, to reduce subsidence of the body of embankment, "conical matt" was laid on between embankment and foundation ground. It was clarified that the conical matt was effective for the prevention from collapse and subsidence of embankment, through theshaking table tests and the model test.
|
