| Project/Area Number |
22760362
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
Geotechnical engineering
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| Research Institution | 公益財団法人鉄道総合技術研究所 (2011)
Public Works Research Institute (2010) |
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Principal Investigator |
NAKAJIMA Susumu 公益財団法人鉄道総合技術研究所, 構造物技術研究部基礎・土構造研究室, 副主任研究員 (20522478)
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| Project Period (FY) |
2010 – 2011
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| Project Status |
Completed (Fiscal Year 2011)
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| Budget Amount *help |
¥4,160,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥960,000)
Fiscal Year 2011: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2010: ¥2,990,000 (Direct Cost: ¥2,300,000、Indirect Cost: ¥690,000)
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| Keywords | 地盤の挙動 / 盛土 / 液状化 / 地震 / スクリーニング / 液状化層厚 / 基礎地盤 |
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| Research Abstract |
Earthquake induced damage of embankment could be divided into two patterns. One is the damage due to subsoil liquefaction and the other one is damage due to failure of embankment itself due to seismic inertia force. In this study, it is attempted to develop a screening procedure for former type of damages based on the results from dynamic centrifuge model tests and analyses of earthquake caused damage of embankment. It is found from the model test and analyses that the ratio of the thickness of liquefiable layer and not liquefiable layer could be effective indexes for the screening. As the end of this research, a screening procedure was proposed by using the ratio of the thickness of liquefiable layer to the not liquefiable layer, and settlement of embankment to the subsoil as the indexes.
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