| Project/Area Number |
20560435
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Civil engineering materials/Construction/Construction management
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| Research Institution | Tokyo Denki University |
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Principal Investigator |
MATSUI Kunihito Tokyo Denki University, 理工学部, 教授 (70112878)
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| Research Collaborator |
SATOMI Tadaatsu 東京電機大学, 理工学部, 名誉教授
MAINA James Built Environment, CSIR, South Africa
OZAWA Yoshiaki センチュリテクノ(株)
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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 |
¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2010: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2009: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2008: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | 3方向接地圧分布 / 矩形領域載荷 / 粘弾性 / 多層構造 / 波動理論 / FWD / 多層構造解析 / 接地圧計測 / 逆解析 / 小型FWD / 3次元接地圧分 / 空港舗装 / 移動荷重 / 3次元接地圧分布 / 直交異方性 |
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| Research Abstract |
The key components of the this research are development of (1) a measuring tire ? pavement contact stress measuring system, (2) the static and dynamic structural analysis of pavement, and (3) a new method of diagnosis necessary for the maintenance of pavement. Regarding (1), sensors for contact stress measurement were newly developed and mounted on a force plate. It is found that contact stresses in three directions are more accurately measured. Regarding (2), theoretical solution pavement structure subjected to impulse force is derived. By using the solution, wave propagation of displacements and stresses can be more accurately predicted. Finally regarding (3), FWD testing device became popular as the nondestructive testing of the pavement structure. Layer moduli and damping coefficients can be estimated more accurately from measured surface deflections by using wave propagation solution.
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