| Project/Area Number |
23404011
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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 | 海外学術 |
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| Research Field |
Geotechnical engineering
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| Research Institution | Kyoto University |
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Principal Investigator |
OHTSU Hiroyasu 京都大学, 工学(系)研究科(研究院), 教授 (40293881)
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| Co-Investigator(Kenkyū-buntansha) |
TACHIKAWA Yasuto 京都大学, 工学研究科, 教授 (40227088)
KOBAYASHI Akira 関西大学, 工学部, 教授 (80261460)
INAZUMI Shinya 明石工業高等専門学校, その他部局等, 講師 (90362459)
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| Project Period (FY) |
2011-04-01 – 2014-03-31
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| Project Status |
Completed (Fiscal Year 2013)
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| Budget Amount *help |
¥18,330,000 (Direct Cost: ¥14,100,000、Indirect Cost: ¥4,230,000)
Fiscal Year 2013: ¥5,200,000 (Direct Cost: ¥4,000,000、Indirect Cost: ¥1,200,000)
Fiscal Year 2012: ¥4,940,000 (Direct Cost: ¥3,800,000、Indirect Cost: ¥1,140,000)
Fiscal Year 2011: ¥8,190,000 (Direct Cost: ¥6,300,000、Indirect Cost: ¥1,890,000)
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| Keywords | 地盤工学 / タイ / 国際情報交換 / 集中豪雨 / 斜面 / 土砂災害早期警戒体制 |
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| Research Abstract |
In this study, field monitoring focusing on water mass balance due to torrential rainfall in the slope comprising weathered granite, which is dominate landslide-prone geological condition in Indochina Peninsula, has been conducted. The results showed that precipitation is divided into runoff, infiltration into subsoil and surface retention, which is generated by ink-bottle effect in unsaturated soil near slope surface. And, the results of FEM unsaturated-saturated seepage analysis, in which calculated infiltration into subsoil is treated as prescribed boundary condition considering the effect of surface retention, showed good agreement with that of measurement. In addition, as for mechanism of shallow landslide, it is pointed that the decrease of effective cohesion due to increase of degree of saturation may be the trigger of slope failure without generation of groundwater table.
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