Study on the criterion of the seepage failure based on the flow velocity and applied it to the stability of a natural dams
Project/Area Number |
22560499
|
Research Category |
Grant-in-Aid for Scientific Research (C)
|
Allocation Type | Single-year Grants |
Section | 一般 |
Research Field |
Geotechnical engineering
|
Research Institution | Nihon University |
Principal Investigator |
UMEMURA Jun 日本大学, 工学部, 講師 (70256816)
|
Project Period (FY) |
2010 – 2012
|
Project Status |
Completed (Fiscal Year 2012)
|
Budget Amount *help |
¥3,640,000 (Direct Cost: ¥2,800,000、Indirect Cost: ¥840,000)
Fiscal Year 2012: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2010: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
|
Keywords | 地盤防災 / 浸透破壊 / 天然堰止めダム / 限界流速 / 限界動水勾配 / 室内実験 / 地盤工学 / 土砂災害 / 浸透破壊現象 / 表面侵食 / 文献調査 / 形状係数 |
Research Abstract |
On this study, two testing equipment for evaluating the criterion of the seepage failures were developed. One is for the evaluated by the velocity of seepage flow, and the other by the hydraulic gradient. And the testing methods using them were proposed.Then the relation of these evaluation criteria was related with the physical property of soil, and those applicable conditions made clarified. Moreover, as the application about the criterion based on the velocity of flow, some model tests for stability of anatural dam against the toppling flow was carried out, and its problems and applicability were clarified.
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Report
(4 results)
Research Products
(28 results)