| Project/Area Number |
11555120
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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 |
構造工学・地震工学
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| Research Institution | KAGAWA UNIVERSITY |
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Principal Investigator |
YOSHIDA Hidenori Dept.Safety Systems Construction Eng., Kagawa Univ., Assoc. Prof., 工学部, 助教授 (80265470)
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| Co-Investigator(Kenkyū-buntansha) |
宇野 晴彦 東電設計株式会社, 技術開発本部, 課長(研究職)
HORII Hideyuki Dept.Civil Eng., Univ.Tokyo, Prof., 大学院・工学系研究科, 教授 (10181520)
SAKAI Kouji Dept.Safety Systems Construction Eng., Kagawa Univ., Prof., 工学部, 教授 (20002206)
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| Project Period (FY) |
1999 – 2000
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| Project Status |
Completed (Fiscal Year 2000)
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| Budget Amount *help |
¥5,100,000 (Direct Cost: ¥5,100,000)
Fiscal Year 2000: ¥1,500,000 (Direct Cost: ¥1,500,000)
Fiscal Year 1999: ¥3,600,000 (Direct Cost: ¥3,600,000)
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| Keywords | High-Level Nuclear Waste / Geological Disposal / Evaluation of E.D.Z / Damage of Rock / Discontinuity / Stress Reluxation / 高レベル廃棄物 / 開放応力 / 硬岩 |
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| Research Abstract |
The multi-barrier concept now forms the backbone of geological disposal programs in most countries. The manufactured components of the multi-barrier system constitute an engineered barrier system(E.B.S). The EBS design is constrained by the deep geological environment where the repository is constructed. In such an environment, groundwater is reducing and fluxes are small. The engineered barrier system consists of the vitriaed waste, overpack and buffer material. The buffer material is selected to have a very low permeability, so that effectively no advective flow occurs in the EBS.
However, the construction, operation and closure activities will be carried out with a minimum disturbance to the geological environment in surrounding host rock. It is important to grasp the geological environment accurately during and after the construction. Micromechanics-based continuum(MBC)theory proposed by authors can reflect the effects of density, orientation and connectivity of joints as well as the property of the joints. In this study, the MBC analysis is employed to analyze the excavation of disposal tunnel and the change of the environment around the tunnel is discussed with paying attention to joints in a rock mass through the analyses.
From the numerical results, it is concluded that
(1)The mechanical behavior of the rock mass is strongly affected by the direction of initial stresses, the joint density, and their combinations.
(2)The shape or size of the disposal tunnel has an impact on the joint deformation.
(3)These results lead that the excavation of a tunnel changes the geological environment such as permeability.
(4)The numerical results before the construction of disposal institution of high-level radioactive waste give us the approximate changes of environmental properties in the institution after the excavation of caverns and tunnels.
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