| Project/Area Number |
10555350
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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 | 展開研究 |
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| Research Field |
資源開発工学
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| Research Institution | KYUSHU UNIVERSITY |
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Principal Investigator |
ESAKI Tetsuro Graduate School, Faculty of Engineering Kyushu University, Professor, 大学院・工学研究院, 教授 (40038609)
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| Co-Investigator(Kenkyū-buntansha) |
周 国云 九州大学, 大学院・工学研究院, 助手 (50322293)
MITANI Yasuhiro Graduate School, Facluty of Engineering, Kyushu University, Associate Professor, 大学院・工学研究院, 助教授 (20301343)
JIANG Yujing Faculty of Engineering, Nagasaki University, Associate Professor, 工学部, 助教授 (50253498)
ZHOU Guoyun Graduate School, Faculty of Engineering, Kyushu University, Research Associate
張 銘 工業技術院地質調査所, 主任研究員
松本 亨 九州大学, 大学院・工学研究科, 助教授 (50274519)
鹿田 光一 九州東海大学, 工学部, 助教授 (50243902)
高橋 学 工業技術院地質調査所, 主任研究官
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| Project Period (FY) |
1998 – 2000
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| Project Status |
Completed (Fiscal Year 2000)
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| Budget Amount *help |
¥13,200,000 (Direct Cost: ¥13,200,000)
Fiscal Year 2000: ¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1999: ¥5,600,000 (Direct Cost: ¥5,600,000)
Fiscal Year 1998: ¥6,200,000 (Direct Cost: ¥6,200,000)
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| Keywords | Shear strength / Hydraulic conductivity / Rock joints / Shear-flow coupling properties / Laboratory test / Geographic Information System(GIS) |
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| Research Abstract |
For investigating the mechanical and hydraulic coupling properties of rock joints under the condition of deep underground, a new shear-flow coupling test apparatus has been developed by improving past shearing test apparatus with radial flow developed by our group and the shear-flow behavior of rock joint under lateral flow condition has been clarified. During the apparatus development, by a great number of try-and-error test, it is found that the design requirement (like rotation restriction and lateral flow ) is satisfactory. From the experiment, it is found that in case of rotation restriction for upper box the effect of is not remarkable to shear-stress, and when increasing the normal stress on rock joint, the change trendence of permeability and normal displacement is different and the mechanism is complicated. On the other hand, in case of low normal stress that failure is not occurred along contact surface, there is no effect of rotation restriction for upper box. Through this research, a high-performance of shear-flow coupling test apparatus is completed, and experiment method is also established, and hence it is possible to make further development for practicable use.
In the future, through the numerous experiment by using this apparatus the test results of shear-flow coupling properties of rock joints will be collected and accumulated, and the mechanism will be further analyzed. Furthermore, the application of this test technology and simulation method to the filed will be conducted.
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