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2002 Fiscal Year Final Research Report Summary

Study on Strength Recovery of Loosen Zone

Research Project

Project/Area Number 13450415
Research Category

Grant-in-Aid for Scientific Research (B)

Allocation TypeSingle-year Grants
Section一般
Research Field 資源開発工学
Research InstitutionThe University of Tokyo

Principal Investigator

OKUBO Seisuke  The University of Tokyo, Graduate School of Frontier Sciences, Professor, 大学院・新領域創成科学研究科, 教授 (90092155)

Co-Investigator(Kenkyū-buntansha) AKIYAMA Masao  The University of Tokyo, Graduate School of Engineering, Assistant, 大学院・工学系研究科, 助手 (00011172)
FUKUI Katsunori  The University of Tokyo, Graduate School of Engineering, Associate Professor, 大学院・工学系研究科, 助教授 (70251361)
Project Period (FY) 2001 – 2002
KeywordsRock / UniaxLal Compressive Strength / Indirect Tensile Strength / Compaction / Strength Recovery / Loosen zone
Research Abstract

Rock around an underground opening such as tunnel or gateway may fail. It is usually considered that loosen or damaged zone is gradually extending with elapsed time and stability is gradually decreasing with time going.
Recently, it was pointed out that loosen zone might be recovered in strength under a proper condition. For example, if a tunnel is supported with a material of enough strength and stiffness, the loosen zone between supports and surrounding rock is compacted and consolidated. Finally, the stability will be gradually increasing.
Very few studies on strength recovery of loosen zone or failed rock have been done up to now. In this study, strength recovery of Dotan (siltstone or mudstone), Tage tuff, Kimachi sandstone and Sanjome andesite is investigated by the following experimental procedures :
1) A sample rock (a cylindrical specimen) is inserted into a small pipe and then broken by a servo-controlled testing machine.
2) Load is increased to the predetermined value and then the broken rock is compacted in the pipe.
3) The compacted rock is pulled out from the pipe and uniaxial compression or indirect tension test is carried out. The experimental results indicate that :
1) Strength recovery is verified in both uniaxial compression and indirect tension tests.
2) A degree of strength recovery varies from rock to rock. In Dotan, strength recovery is most remarkable among the 4 rocks. On the other hand, Sanjome andesite shows only poor strength recovery.
3) Strength recovery is much higher under air-dried condition than water-saturated condition.

  • Research Products

    (4 results)

All Other

All Publications (4 results)

  • [Publications] 木村 有仁: "土丹の力学特性について"資源・素材学会 平成13年度春季大会講演集. (I)資源編. 171-172 (2001)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] 永江 景佑: "繰り返し破砕した土丹の強度回復"資源・素材学会 平成14年度春季大会講演集. (I)資源編. 108-109 (2002)

    • Description
      「研究成果報告書概要(和文)」より
  • [Publications] KIMURA,Yujin: "Mechanical Properties of Dotan"MMIJ, Proc. Spring Meet. (I). 171 (2001)

    • Description
      「研究成果報告書概要(欧文)」より
  • [Publications] NAGAE, Keisuke: "Strength Recovery of Dotan fractured several times"MMIJ, Proc. Spring Meet. (I). 108 (2002)

    • Description
      「研究成果報告書概要(欧文)」より

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Published: 2004-04-14  

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