| Project/Area Number |
21226012
|
|---|
| Research Category |
Grant-in-Aid for Scientific Research (S)
|
| Allocation Type | Single-year Grants |
|---|
| Research Field |
Geotechnical engineering
|
|---|
| Research Institution | Nagoya University |
|---|
Principal Investigator |
NODA Toshihiro 名古屋大学, 減災連携研究センター, 教授 (80262872)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
ASAOKA Akira 公益財団法人地震予知総合研究振興会, 副主席主任研究員 (50093175)
NAKANO Masaki 名古屋大学, 大学院工学研究科, 教授 (00252263)
NAKAI Kentaro 名古屋大学, 大学院工学研究科, 准教授 (60402484)
|
|---|
| Co-Investigator(Renkei-kenkyūsha) |
SAWADA Yoshihiro 公益財団法人地震予知総合研究振興会, 理事 (90293662)
OHTSUKA Satoru 長岡科学技術大学, 工学研究科, 教授 (40194203)
KODAKA Takeshi 名城大学, 理工学部, 教授 (00252271)
TAKAINE Toshihiro ㈱淺沼組, 技術研究所, 課長
YAMADA Shotaro 名古屋大学, 大学院工学研究科, 准教授 (70346815)
SHIRAISHI ㈱IRD, 代表
TAKEUCHI Hidekatsu ㈱不動テトラ, 地盤事業本部, 主任
KAWAI Tadashi 東北大学, 大学院工学研究科, 准教授
TASHIRO Mutsumi 名古屋大学, 大学院工学研究科, 助教 (00422759)
SAKAI Takayuki 名古屋大学, 減災連携研究センター, 研究員
KOMURA Seiichi 中部電力(株), 土木建築部, 課長
FUKUTAKE Kiyoshi 清水建設㈱, 技術研究所, 地盤解析グループ長 (50426590)
NIGORIKAWA Naohiro 清水建設㈱, 技術研究所, 研究員
NONAKA Toshihiro 名古屋大学, 減災連携研究センター, 助教
|
|---|
| Project Period (FY) |
2009-05-11 – 2014-03-31
|
| Project Status |
Completed (Fiscal Year 2013)
|
| Budget Amount *help |
¥78,000,000 (Direct Cost: ¥60,000,000、Indirect Cost: ¥18,000,000)
Fiscal Year 2012: ¥10,920,000 (Direct Cost: ¥8,400,000、Indirect Cost: ¥2,520,000)
Fiscal Year 2011: ¥11,570,000 (Direct Cost: ¥8,900,000、Indirect Cost: ¥2,670,000)
Fiscal Year 2010: ¥17,940,000 (Direct Cost: ¥13,800,000、Indirect Cost: ¥4,140,000)
Fiscal Year 2009: ¥37,570,000 (Direct Cost: ¥28,900,000、Indirect Cost: ¥8,670,000)
|
|---|
| Keywords | 地震防災 / 耐震性評価 / 地震応答解析 / 中間土 / 自然堆積地盤 / 人工地盤 / 砂の液状化 / 粘土の長期大沈下 / 液状化 / 二次圧密 |
|---|
| Research Abstract |
Many important infrastructures in Japan are located on the soft ground, such as Alluvial plain and coastal artificial reclaimed ground where extensive seismic damages are expected to occur. This research tries to reevaluate the seismic resistance of coastal areas in the event of large-scale serial ocean trench earthquakes with a consideration of ground reinforcement technologies. Existing damage prediction methods focus primarily on seismic stability assessment during an earthquake and are inadequate to forecast ongoing long-term ground settlement which inevitably occurs after an earthquake. To use a new numerical technology to evaluate the seismic and post-seismic resistance capabilities of natural and artificial soils in systems, in parallel with the existing methods, it will be responsible not only for a accuracy enhancement but also for preventing oversight of the serious seismic damages.
|
| Assessment Rating |
Verification Result (Rating)
A
|
