| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2014: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2013: ¥1,560,000 (Direct Cost: ¥1,200,000、Indirect Cost: ¥360,000)
Fiscal Year 2012: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
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| Outline of Final Research Achievements |
In this study, the centrifuge shaking test with 3-dimensional model ground, the 3-D and 2-D shaking model test on 1-G condition, and the balance calculation by the modified Fellenius method were performed for predicting the ground crack location in the filled-valley development site. As a result, the method for predicting the ground crack location in the filled-valley development site was suggested. This prediction method was verified by the damage analysis of the actual damaged-development site, and the result of this prediction method and the actual damage showed a similar tendency.
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