パイロット孔壁変形法の開発と室内試験

  • 李 基夏
    北海道大学大学院 工学研究科社会基盤工学専攻
  • 石島 洋二
    幌延地圏研究所
  • 菅原 隆之
    北海道大学大学院 工学研究科環境循環システム専攻
  • 藤井 義明
    北海道大学大学院 工学研究科環境循環システム専攻

書誌事項

タイトル別名
  • Development of Rock Stress Measurement Probe Based on The Pilot Hole Wall Deformation Method and Laboratory Tests
  • パイロット コウヘキ ヘンケイホウ ノ カイハツ ト シツナイ シケン

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抄録

The theory and a probe of the pilot hole wall deformation method, which is a 3-dimensional stress measurement method based on the stress relief principle, were developed. A pilot hole is drilled from the bottom of a borehole and the stress measurement probe is inserted into the pilot hole. The borehole is advanced as the overcoring and the changes in the radius of the pilot hole in three directions and in the axial lengths between the borehole bottom and the pilot hole wall along four axial lines are measured by cantilever type-displacement sensors. The differences between the displacements by the elastic stress analysis and those measured by using the probe were within 3% in the uniaxial compression test of an acrylic resin plate having a hole. The stress components which were applied to a cubic Kimachi sandstone specimen with an inclined borehole were evaluated by using the probe within the error of 6% the applied maximum principal stress in a biaxial loading test.

収録刊行物

  • 資源と素材

    資源と素材 123 (6/7), 336-341, 2007

    一般社団法人 資源・素材学会

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