| Project/Area Number |
61550347
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
基礎・土質工学
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| Research Institution | Faculty of Engineering, Saitama University |
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Principal Investigator |
ODA Masanobu Associate Professor Faculty of Engineering,Saitama University, 工学部, 助教授 (90008855)
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| Co-Investigator(Kenkyū-buntansha) |
YAMADE Tadashi Assistant.Faculty of Engineering,Saitama University, 工学部, 助手 (40125894)
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| Project Period (FY) |
1986 – 1987
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| Project Status |
Completed (Fiscal Year 1987)
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| Budget Amount *help |
¥1,700,000 (Direct Cost: ¥1,700,000)
Fiscal Year 1987: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1986: ¥1,000,000 (Direct Cost: ¥1,000,000)
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| Keywords | Rock mass / Deformation analysis / Fluid flow analysis / 地質不連続面 / 原子力廃棄物処理 / 岩盤力学 |
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| Research Abstract |
To provide a set of governing equations for solving the coupled stress and fluid flow, a rock mass, which commonly contains a large number of geological discontinuities, is treated as an anisotropic, elastic porous medium with the corresponding elastic compliance and permeability tensors, hydro-mechanical equivalents to the discontinuous mass. The hydro-mechanical equivalents, with the special emphasis on the permeability tensor, are formulated on the assumption that cracks can be replaced by a set of parallel planar plates connected by two springs. Two-dimensional numerical analyses on seepage flow networks support the validity of the permeability tensor. Some field evidence is analyzed to examine the applicability of the present model for the practical purpose of rock hydraulics.
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