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Study on Stress-induced Crack by Double-Torsion Test

Research Project

Project/Area Number 02650349
Research Category

Grant-in-Aid for General Scientific Research (C)

Allocation TypeSingle-year Grants
Research Field 基礎・土質工学
Research InstitutionTokuyama College of Technology

Principal Investigator

KUDO Yozo  Tokuyama College of Technology Department of Civil Engineering and Architecture Professor, 土木建築工学科, 教授 (00035081)

Project Period (FY) 1990 – 1991
Project Status Completed (Fiscal Year 1991)
Budget Amount *help
¥1,800,000 (Direct Cost: ¥1,800,000)
Fiscal Year 1991: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 1990: ¥1,400,000 (Direct Cost: ¥1,400,000)
KeywordsDouble-Torsion Test / Granite / Crack Velocity / Stress-Induced Crack / Quartz / Fractal / 岩石試験
Research Abstract

The double-torsion test was carried out to investigate the interaction between stress-induced crack path and mineral grains. Aji granite and Oshima granite were chosen as rock specimen.
First, the double-torsion tests were performed in the way that crack velocities were controlled at range 10^<-7>m/s to 10^<-1>m/s, while the orientation of stress-induced crack was fixed in the direction parallel to the rift plane of Aji granite. After the stressed specimens were dyed, we checked the crack path by thin section analysis using an optical microscope.
The stress-induced crack path was divided into two types, transgranular and intergranular cracks, and each path was subdivided with respect to mineral grains. In spite of the extensive range of crack velocities, the ratios between the transgranular and intergranular crack lengths did not change. The crack paths were all jagged, and often shown detour around the grain boundary when faced with obstacles like hard grains or preexisting cracks. That … More is to say, quartz grain played an important role as such obstacle. Feldspar grain could change the crack path because of its cleavage plane. Biotite grain had serious effect on the path even if its constitution ratio is very small.
Fractal dimensions of the crack paths were calculated by three methods, as indicators of surface roughness. The fractal dimensions were shown in a slight trend with the change of crack velocity. This trend can be explained from the point of limited cracking rate in stress corrosion.
Next, the double-torsion tests were performed under same crack velocity but different orientation, that is, 6 kinds of orientation associated with the three quarry planes. The stress-induced crack paths were observed by the same method as mentioned above. The fractal dimensions were also calculated. Observation by optical microscope indicates that the pre-existing microcracks in quartz play important role in the forming of the stress-induced crack. The slight difference in fractal dimensions associated with the crack path orientation can be explained by the pre-existing cracks oriented preferentially. Less

Report

(3 results)
  • 1991 Annual Research Report   Final Research Report Summary
  • 1990 Annual Research Report
  • Research Products

    (10 results)

All Other

All Publications (10 results)

  • [Publications] 工藤 洋三,橋本 堅一 佐野 修,中川 浩二: "花崗岩内に発生するクラックと鉱物粒の関係" 資源・素材学会誌. 107. 423-427 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Yozo Kudo,Osam Sano Yoshiaki Mizuta,Koji Nakagawa: "Stress-induced Crack Path in Aji Granite under Tensile Stress" Pure and Applied Geophysics.

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Kudo, Y., K. Hashimoto, O. Sano and K. Nakagawa: "Characteristics of Stress-induced Cracks Associated with Mineral Grains in Granitic Rocks in Japanese with English Abstract." Journal of the Mining and Materials Processing Institute of Japan.Vol. 107, No. 7. 423-427 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Sano, O. and Y. Kudo and Y. Mizuta: "Experimental Determination of Elastic Constants of Oshima Granite, Barre Granite, and Chelmsford Granite" J. Geophys. Res.Vol. 97, No. B3. 3367-3379 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] Kudo, Y., K. Murashige, O. Sano, Y. Mizuta and K. Nakagawa: "Stress-Induced Crack path in Aji Granite under Tensile Stress" Pure and Applied Geophysics.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1991 Final Research Report Summary
  • [Publications] 工藤 洋三,橋本 堅一,佐藤 修,中川 浩二: "花崗岩内に発生するクラックと鉱物粒の関係" 資源・素材学会誌. 107. 423-427 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] Yozo Kudo;Osamu Sano;Yoshiaki;Mizuta;Koji Nakagawa: "Stres-induced Crack Path in Aji Granite under Tensile Stress" Pure and Applied Geophysics.

    • Related Report
      1991 Annual Research Report
  • [Publications] 工藤 洋三,橋本 堅一,佐野 修,中川 浩二: "花崗岩内と発生するクラックと鉱物粒の関係" 資源と素材. 107. (1991)

    • Related Report
      1990 Annual Research Report
  • [Publications] Kudo,Y.,Sano,O.,Nakagawa,K.: "Stressーinduced Crack Nucleation in Granite under Tensile stress" Pure and Applied Geophysics.

    • Related Report
      1990 Annual Research Report
  • [Publications] 工藤 洋三,橋本 堅一,佐野 修,中川 浩二: "岩石試験におけるクラック生成の諸段階" 第8回岩の力学国内シンポジウム講演論文集. 157-162 (1990)

    • Related Report
      1990 Annual Research Report

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Published: 1990-04-01   Modified: 2016-04-21  

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