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Microscopic Study on Mechanisms of Brittle Fracture and Ductile Deformation in Rocks under High Confining Pressures.

Microscopic Study on Mechanisms of Brittle Fracture and Ductile Deformation in Rocks under High Confining Pressures.
高围压下岩石脆性断裂和延性变形机制的微观研究。
批准号:
61540289
负责人:
SHIMADA Mitsuhiko
金额:
$1.41万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1986
资助国家:
日本
项目状态:
已结题
起止时间:
1986 至 1987

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中文摘要
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英文摘要
Microstructures of four brittle-fractured rocks and a cataclastically-deformed rock were studied. They were compared with the mechanical properties which had been observed in the triaxial experiments up to 3 GPa confining pressure at room temperature.Fracture mechanism of four low-porosity rocks (granite, gabbro, dunite and eclogite) changed from the low- to high-pressure types when the compressive strength became equal to the frictional strength. The low-pressure type exhibited the equivalent features to the well-documented brittle fracture. The high-pressure type was different from it: the strength increases linearly at lower increasing rate with increasing confining pressure; the AE activity does not increase rapidly before fracture but stays constant followed by a sudden final fracture; and microcracks are not concentrated close tothe main fault being sharp and oriented at 45 to the maximum stress direction. The high-pressure type fracture might correspond to the transitional one between brittle and ductile regimes, considering the similarity in the faulting features to those found in high temperature experiments. Estimated size effect on strength under pressure gave the suggestion that fracture in the crust might be of the high-pressure type which earthquakes should be modeled upon. Possible faulting processes in the crust including the first faulting and movement of exisiting faults were modeled.A dry fine-grained basalt with 7% porosity, in the ductile regime, exhibited cataclastic deformation behavior. In the progressive stage of granulation at higher stress levels, the flow mechanism was found to change from the power-law creep with stress exponent of 3 to 1 at 2 GPa confining pressure. It was found to results from the remaining-pore closure and pervasion of highly granulated portions. The viscosity drop of -10^5 Pa・s was estimated associated with the mechanism change at the strain rate corresponding to that for the crust and mantle.
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Shimada,M.: Physics of the Earth Planetary Interiors.
Shimada,M.:地球行星内部物理学。
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Shimada,M.: "Two types of brittle fracture of silicate rocks under confining pressure and possible faulting processes." Submitted to Tectonophysics.
Shimada,M.:“围压下硅酸盐岩石的两种类型的脆性断裂和可能的断层过程。”
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島田充彦: 地震. 39. 313-317 (1986)
岛田光彦:地震。39. 313-317 (1986)
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7
    Study on Crustal Dynamics and Earthquake Mechanism Bassed on Experiments on Deformation and Fracture of Rocks under High Confining pressure and Temperature
    • 批准号:
      09440159
    • 项目类别:
      Grant-in-Aid for Scientific Research (B)
    • 资助金额:
      $7.04万
    • 财政年份:
      1997
    • 负责人:
      SHIMADA Mitsuhiko
    • 依托单位:
    海外基金