| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2011: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
Fiscal Year 2010: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
Fiscal Year 2009: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
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| Research Abstract |
It was carried out dynamic centrifuge tests and numerical simulations to evaluate the seismic behavior of soil-structure systems with batter-pile foundations. And, it was examined whether the systems would be predominant in cost by using the batter-pile foundation. Through a comparison of displacement response of the footing, the displacement response of the batter-pile foundation was smaller than that of the vertical pile. Therefore, The super structure systems of the batter-pile is good condition on a aseismic deign.
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