| Project/Area Number |
20404010
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 海外学術 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Independent Administrative Institution Port and Airport Research Institute |
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Principal Investigator |
TANAKA Masanori Independent Administrative Institution Port and Airport Research Institute, 地盤構造部, 主任研究官 (20371768)
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| Co-Investigator(Kenkyū-buntansha) |
NOZU Atsushi 独立行政法人港湾空港技術研究所, 地盤構造部, 地震動研究チームリーダー (60371770)
KAWASE Hiroshi 京都大学, 防災研究所・社会防災研究部門, 教授 (30311856)
SHIBUYA Satoshi 神戸大学, 工学研究科, 教授 (00206153)
OHTSUBO Masami 九州大学, 農学研究科, 教授 (80112316)
KAMEI Takeshi 宮崎大学, 工学部, 教授 (30177597)
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| Project Period (FY) |
2008 – 2010
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| Project Status |
Completed (Fiscal Year 2010)
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| Budget Amount *help |
¥16,900,000 (Direct Cost: ¥13,000,000、Indirect Cost: ¥3,900,000)
Fiscal Year 2010: ¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2009: ¥5,720,000 (Direct Cost: ¥4,400,000、Indirect Cost: ¥1,320,000)
Fiscal Year 2008: ¥7,150,000 (Direct Cost: ¥5,500,000、Indirect Cost: ¥1,650,000)
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| Keywords | メキシコシティー粘土 / せん断特性 / 圧密特性 / 珪藻分析 / 表面波探査 / 微動アレイ探査 / 振動特性 / 原位置試験 / メキシコシティー |
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| Research Abstract |
It was clearly revealed that the ground of the Mexico city basin was deposited under the environmental condition of a very gentle flow of fresh water. The ground of Mexico city had the property that was hard to damp for the earthquake. This shows that seismic motion will be continued for a long time at the time when an earthquake occurs. In addition, it was found that there was the close relation between the bedrock depth and the vibration properties in Mexico city basin. Thus, if it can be realized the location in the basin, it will be able to estimate the seismic properties.
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