| Project/Area Number |
02452053
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| Research Category |
Grant-in-Aid for General Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
固体地球物理学
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| Research Institution | KYOTO UNIVERSITY |
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Principal Investigator |
SHIMADA M. Kyoto University, Disaster Prevention Research Institute, Professor, 防災研究所, 教授 (60025369)
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| Co-Investigator(Kenkyū-buntansha) |
YUKUTAKE H. Kyoto University, Disaster Prevention Research Institute, Instructor, 防災研究所, 助手 (90101237)
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| Project Period (FY) |
1990 – 1992
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| Project Status |
Completed (Fiscal Year 1992)
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| Budget Amount *help |
¥3,700,000 (Direct Cost: ¥3,700,000)
Fiscal Year 1992: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 1991: ¥800,000 (Direct Cost: ¥800,000)
Fiscal Year 1990: ¥2,200,000 (Direct Cost: ¥2,200,000)
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| Keywords | High Confining Pressure / Elevated Temperature / Rock Mechanics / High-Pressure Type Fracture / Lithosphere Strength / Acoustic Emission / Elastic Wave Tomography / Fracture Nucleation / 高封圧・高温 / 高圧再脆性化 / 破壊形成核 / 岩石破壊 / 強度 / 破壊機構 / 弾性波トモグラフィ- / 破壊機構の変化 |
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| Research Abstract |
1. Triaxial compression test was conducted at confining pressure up to 3 GPa and temperature to 300ﾟC. It was confirmed that the fracture mechanism changes at elevated temperature when the compressive strength becomes equal to the frictional strength, from ordinary brittle fracture (low-pressure type) to a high-pressure type fracture. The high-pressure type fracture is considered to be predominant in the earth's crust, excepting in the case of very high pore pressure. Combining these experimental results with the estimation of the scale effect on the rock strength, a new model for the lithosphere strength was proposed.
2. An analysis of the AE data on genesis which had been measured more precisely both in the low-and high-pressure regimes, showed that the behavior of b-value before the final fracture changes between the both types of fracture.
3. From the experiments on eclogite, the high pressure embrittlement was found to be a characteristic phenomenon for the rocks which exhibit cataclastic ductile behavior.
4. A process of fracture nucleation was clarified from the measurement of elastic wave velocity through many paths in a rock specimen by the aid of elastic wave tomography under confining pressure by means of a new designed friction-less piston.
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