Estimate of travel distance of debris flows based on the location and volume of slope failures
Project/Area Number |
20560459
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Research Category |
Grant-in-Aid for Scientific Research (C)
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Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
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Research Institution | Tokyo Institute of Technology |
Principal Investigator |
OHTA Hideki Tokyo Institute of Technology, 研究開発機構, 機構教授 (80026187)
|
Project Period (FY) |
2008 – 2010
|
Project Status |
Completed (Fiscal Year 2010)
|
Budget Amount *help |
¥4,160,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥960,000)
Fiscal Year 2010: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2009: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2008: ¥1,950,000 (Direct Cost: ¥1,500,000、Indirect Cost: ¥450,000)
|
Keywords | 地盤防災 / 土石流 / 斜面崩壊 / 地盤災害 / 山岳崩壊 / 被害予測 |
Research Abstract |
Conclusion : Possibly maximum travel distance of a debris flow is horizontal distance of 10 against altitude difference of 1 starting from the location of the slope failure where the debris flow is initiated from. We do not have to worry about the possible danger of a debris flow in case that there is no potentially collapsible slope wit
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Report
(4 results)
Research Products
(36 results)
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[Journal Article] Theoretical evaluation of the mechanical behavior of unsaturated soils2011
Author(s)
Honda, M., Ohno, S., Iizuka, A., Kawai, K., Ohta, H.
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Journal Title
Geotechnical and Geological Engineering, Springer
Volume: 29-2
Pages: 171-180
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Peer Reviewed
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[Book] 2.4 Natural hazards and disaster mitigation ; 2.4.1 Introduction ; 2.4.2 Natural hazards ; 2.4.3 Mitigation technologies, Sustainable Civil Engineering, ed.by 0. Kusakaer, Trakool. A., R.G.Sigua, J.Takemura, N.B.Diola and Wanchai, Y.2009
Author(s)
H.Ohta, M.A.Adajar, J.Kuwano, Warakorn Mairaing, M.A.Zarco, K.Kawashima, B.Pacheco
Total Pages
28
Publisher
The University of the Philippines Press
Related Report
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