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Pressure Data in 3-D Hydrofrac Stress Measurement

Research Project

Project/Area Number 03044023
Research Category

Grant-in-Aid for international Scientific Research

Allocation TypeSingle-year Grants
SectionJoint Research
Research InstitutionTohoku University

Principal Investigator

HAYASHI Kazuo  Institute of Fluid Science, Tohoku University, 流体科学研究所, 教授 (30111256)

Co-Investigator(Kenkyū-buntansha) Z. ZHAO  ウィスコンシン大学, 工学科, 研究員
M.Y. LEE  ウィスコンシン大学, 工学科, 研究員
ITO Takatoshi  Institute of Fluid Science, Tohoku University, 流体科学研究所, 助手 (00184664)
B.C. HAIMSON  ウィスコンシン大学, 工学部, 教授
LEE M. Y.  Faculty of Engineering, Wisconsin University
ZHAO Z.  Faculty of Engineering, Wisconsin University
HAIMSON Bezarel C.  Faculty of Engineering, Wisconsin University
ZHAO Z.  ウィスコンシン大学, 工学部, 研究員
LEE M.Y.  ウィスコンシン大学, 工学部, 研究員
HAIMSON B.C.  ウィスコンシン大学, 工学部, 教授
Project Period (FY) 1991 – 1992
Project Status Completed (Fiscal Year 1992)
Budget Amount *help
¥3,500,000 (Direct Cost: ¥3,500,000)
Fiscal Year 1992: ¥1,500,000 (Direct Cost: ¥1,500,000)
Fiscal Year 1991: ¥2,000,000 (Direct Cost: ¥2,000,000)
KeywordsTectonic Stress / Hydraulic Fracturing / Rock Stress / In Situ Measurement / Breakdown Pressure / Reopening Pressure / Shut-in Pressure / Shut-in Curve / 地殻応力 / シャットイン曲線
Research Abstract

For in situ measurement of tectonic stress in the deep earth's crust, hydraulic fracturing technique is most promising. In the present project, physical background of the pressure data which are used in the technique to evaluate the tectonic stresses are clarified and several new methods for determining the pressure data from pressure-time records during hydraulic fracturing are proposed. Firstly, we introduced a new criterion for initiation of a crack from a wellbore surface subjected to a fluid pressure and succeeded to explain quantitatively the dependency of breakdown pressure on the wellbore diameter and also on the injection flow rate to show that the breakdown pressure can be useful pressure data bringing the information on the stress component acting parallel to the crack surface. Secondly, we analyzed, based on the fracture mechanics, closure process of the crack after shut in to find that the closure process consists of three stages : from cessation of crack growth until crack tip closure, from just after crack tip closure until complete crack closure, and from just after complete crack closure until the test is stopped. It is revealed that the inverse of the wellbore pressure decrease rate after shut-in is linear with respect to the fluid pressure in the first and the last stages. It is also shown that the far field minimum compressive stress can be determined on the basis of these characteristics. Finally, we also analyzed the reopening behavior of the crack during repressurization cycles, based on fracture mechanics and fluid dynamics. It is found that the so-called reopening pressure does not coincide the pressure at which the crack really opens. The so-called reopening pressure is highly dependent on the injection flow rate and approaches the magnitude of the compressive stress acting normally to the crack.

Report

(2 results)
  • 1992 Final Research Report Summary
  • 1991 Annual Research Report
  • Research Products

    (15 results)

All Other

All Publications (15 results)

  • [Publications] T.ITO and K.HAYASHI: "Physical Background of Breakdown Pressure in Hydraulic Fracturing Tectonic Stress Measurements" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 28. 285-293 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T.ITO and K.HAYASHI: "Determination of the Horizontal Principal Stress from Pressure Decay after Breakdown in Hydraulic Fracturing" Geothermal Resources Council Transactions. 15. 483-488 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] K.HAYASHI and B.C.HAIMSON: "Characteristics of Shut-in Curves in Hydraulic Fracturing Stress Measurements and the Determination of the In-Situ Minimum Compressive Stress" Journal of Geophysical Research. 96. 18,311-18,321 (1991)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T.ITO and K.HAYASHI: "Characteristics of Shut-in Curves of Transverse Cracks in Hydraulic Fracturing Stress Measurements" Geothermal Resources Council Transactions. 16. 651-656 (1992)

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] K.HAYASHI and T.ITO: "In Situ Stress Measurement by Hadraulic Fracturing at the Kamaishi Mine" International Journal of Rock Mechanics and Mining Scienses & Geomechanics Abstracts.

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T.ITO and K.HAYASHI: "Analysis of Crack Reopening Behavior for Hydrofrac Stress Measurement" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.

    • Description
      「研究成果報告書概要(和文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T. Ito and K. Hayashi: "Physical Background of Breakdown Pressure in Hydraulic Fracturing Tectonic Stress Measurements" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 28. 285-293 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T. Ito and K. Hayashi: "Determination of the Horizontal Principal Stress from Pressure Decay after Breakdown in Hydraulic Fracturing" Geothermal Resources Council Transactions. 15. 483-488 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] K. Hayashi and B. C. Haimson: "Characteristics of Shut-in Curves in Hydraulic Fracturing Stress Measurements and the Determination of the In-Situ Minimum Compressive Stress" Journal of Geophysical Research. 96. 18311-18321 (1991)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T. Ito and K. Hayashi: "Characteristics of Shut-in Curves of Transverse Cracks in Hydraulic Fracturing Stress Measurements" Geothermal Resources Council Transactions. 16. 651-656 (1992)

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] K. Hayashi and T. Ito: "In Situ Stress Measurement by Hydraulic Fracturing at the Kamaishi Mine" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T. Ito and K. Hayashi: "Analysis of Crack Reopening Behavior for Hydrofrac Stress Measurement" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts.

    • Description
      「研究成果報告書概要(欧文)」より
    • Related Report
      1992 Final Research Report Summary
  • [Publications] T.Ito and K.Hayashi: "Physical Background of Breakdown Pressure in Hydraulic Fracturing Tectonic Stress Measurements" International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 28. 285-293 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] T.Ito and K.Hayashi: "Determination of the Horizontal Principal Stress from Pressure Decay after Breakdown in Hydraulic Fracturing" Geothermal Resources Council Transactions. 15. 483-488 (1991)

    • Related Report
      1991 Annual Research Report
  • [Publications] K.Hayashi and B.C.Haimson: "Characteristics of Shut-in Curves in Hydraulic Fracturig Stress Measurements and the Determination of the In-Situ Minimum Compressive Stress" Journal of Geophysical Research. 96. 18,311-18,321 (1991)

    • Related Report
      1991 Annual Research Report

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Published: 1991-04-01   Modified: 2016-04-21  

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