| Project/Area Number |
07455192
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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 | 一般 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Tokyo Institute of Technology (1996)
Hiroshima University (1995) |
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Principal Investigator |
KUSAKABE Osamu Development of Civil Engineering Tokyo Institute of Technology, 工学部, 教授 (40092548)
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| Co-Investigator(Kenkyū-buntansha) |
GURUNG Sukh Bahadur Department of Civil and Environmental Engineering Hiroshima University, 工学部, 助手 (70284156)
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| Project Period (FY) |
1995 – 1996
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| Project Status |
Completed (Fiscal Year 1996)
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| Budget Amount *help |
¥5,900,000 (Direct Cost: ¥5,900,000)
Fiscal Year 1996: ¥1,300,000 (Direct Cost: ¥1,300,000)
Fiscal Year 1995: ¥4,600,000 (Direct Cost: ¥4,600,000)
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| Keywords | centrifuge / wave generator / similitude / wave / pore water pressure / sand layr / liquefaction / 相似側 / 模型実験 / 遠心実験 / ドラム型遠心装置 / 造波 / 杭基礎 / 繰り返し載荷 / 海洋基礎 |
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| Research Abstract |
The main target in this research is to develop a system for simulating a wave phenomenon in a drum centrifuge, which enables us to perform physical modeling of coupled phenomena of soil-water-structure systems. A system was designed to be housed in the existing drum centrifuge of 0.8m in diameter. By consideration of proper similitude, the designed wave generator has a capacity of 15mm stroke and 5.7Hz by a variable motor. A CCD camera was also mounted on the system to trace visually wave actions under centrifugal field. It was proved that the system successfully functions under as much as 100G centrifugal acceleration. It was found that the shape of paddle plays an important role to determine the characteristics of wave generated and four paddles were made and tested to find the best shape. A series of productive tests was carried out to see the responses of pore water pressure in a sand layr due to wave action, revealing that excess pore water pressure of as much as 1.2 kPa was generated, leading a liquefaction phenomenon. The test system established in this study could be applied to examine the stability of structure constructed in or on a sandy layr during wave actions. The outcomes of this research are to appear in two papers, one is "Development of minidrum centrifuges and a few initial tests" in the Proceeding of Recent Development of Soil Mechanics and Pavement Mechanics" to be held in Rio de Janeiro, the other is a domestic meeting of Chugoku Region on Soil Mechanics and Foundation Engineering.
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