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Experimental Study on Brittle - Ductile Transition in Shear Deformation of Soft Sediments

Research Project

Project/Area Number 07640604
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeSingle-year Grants
Section一般
Research Field Geology
Research InstitutionFaculty of Science, Yamaguchi University

Principal Investigator

MIYATA Yuichiro  Yamaguchi Univ., Fac.Sci., Assoc.Prof., 理学部, 助教授 (60253134)

Project Period (FY) 1995 – 1997
Project Status Completed (Fiscal Year 1997)
Budget Amount *help
¥2,200,000 (Direct Cost: ¥2,200,000)
Fiscal Year 1997: ¥100,000 (Direct Cost: ¥100,000)
Fiscal Year 1996: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1995: ¥1,600,000 (Direct Cost: ¥1,600,000)
Keywordssoft sediments / shear deformation / brittle failure / ductile flow / shear plane / strain localization / strain rate / pore pressure / 塑性変形 / せん断破壊 / ダクティリティー / 可視化
Research Abstract

Deformation of soft-semidents involves brittle failure and ductile flow, both of them including intermediate style occur at the same time of shearing. In this study, critical condition for deformation style was examined experimentally, and following results were obtained ; (1) Shear plane characteristics under uniaxial compression for unconsolodated and semi-consolidated clay show particular differences, such as thin and healed shear plane with less disturbance of primary grain-fabric for unconsolidated clay, while dominant secondary shear developed around the main shear plane for semi-consolidated clay. (2) Visualization technique for local shear strain during deformation and failure by plane-strain compression was developed. (3) Interrelationship between slip failure and plastic flow deformation under shear was categorized from the standpoint of strain-localization ; slip failure followed by strain-localization is likely to occur for more lithified and/or smectite-rich clay, plastic (flow) deformation is still accompanied with slip failure for the other case. (4) Strain-rate and anisotropic fabric as control factors on deformation style were investigated by systematic experiments, and ductile stress-strain behavior, extensive shear strain and flow were shown under high strain-rate, which is more effective than grain-fabric. (5) Its mechanism was explained by physical model involving strain-localization. (6) High pore-pressure expected under rapid shear is, however, difficult to verify in laboratory, and is rmained unsolve.

Report

(4 results)
  • 1997 Annual Research Report   Final Research Report Summary
  • 1996 Annual Research Report
  • 1995 Annual Research Report
  • Research Products

    (6 results)

All Other

All Publications (6 results)

  • [Publications] 伊藤 寛之・宮田 雄一郎: "マッドクラックのパターン形成実験" 地質学雑誌. 104. 90-98 (1998)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 姉川 学利・宮田 雄一郎: "水槽実験による砂層の液状化・流動化変形の観察" 応用地質. 37. 43-47 (1996)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Ito, H.and Miyata, Y.: "Experimental study on mud crack patters." Jour.Geol.Soc.Japan. 104. 90-98 (1998)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] Anegawa, G.and Miyata: "Observation of deformation structures due to liquefaction and fluidization of sand bed in experimental tank." Jour.Japan Soc.Engineering Geol. 37-2. 43-47 (1996)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1997 Final Research Report Summary
  • [Publications] 伊藤寛之, 宮田雄一郎: "マッドクラックのパターン形成実験" 地質学雑誌.104. 90-98 (1998)

    • Related Report
      1997 Annual Research Report
  • [Publications] 姉川学利, 宮田雄一郎: "水槽実験による砂層の液状化・流動化変形の観察" 応用地質. 37. 43-47 (1996)

    • Related Report
      1997 Annual Research Report

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Published: 1995-04-01   Modified: 2016-04-21  

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