一軸引張状態における数種類の花崗岩質岩石と斑れい岩の変形特性

  • 林 為人
    (独)海洋研究開発機構高知コア研究所
  • 高橋 学
    (独)産業技術総合研究所深部地質環境研究センター
  • 藤井 幸泰
    (財)深田地質研究所
  • 西山 哲
    京都大学大学院工学研究科都市環境工学専攻
  • 竹村 貴人
    (独)産業技術総合研究所深部地質環境研究センター

書誌事項

タイトル別名
  • Deformability of Several Granitic Rocks and Gabbros in Uniaxial Tension
  • 一軸引張状態における数種類の花崗岩質岩石の斑れい岩の変形特性
  • 1ジク ヒッパリ ジョウタイ ニ オケル スウシュルイ ノ カコウガンシツ ガンセキ ノ ハンレイガン ノ ヘンケイ トクセイ

この論文をさがす

抄録

In order to understand and model relations between microstructure of rocks and their physical properties, uniaxial tension tests were conducted on specimens of nine granitic rocks included a granite, four granodiorites and four tonalities, and two gabbros which were taken from eastern Japan. The axial and transversal deformability of these rocks was determined based on strain measurements using wire strain gauges. The experimental test results revealed that deformational properties of the rocks investigated varied depending on their petrographic features. However, the axial strain and the lateral strain characteristics showed a similar trend for all the rocks, i.e. the stress-strain curves were non-linear throughout the whole stress range from the initial point of loading to the point of ultimate failure. Moreover, the tangent Young's modulus and the ratio of the lateral strain to the axial strain decreased monotonously with the increasing of the axial stress. Still, the deformational properties were different for individual rocks in a quantitative sense. In particular, the difference in the lateral strains among different rocks was more distinct than that in the axial strains. For example, the Poisson's ratio at a stress level equal to 50% of the ultimate strength of a granodiorite was very low, close to zero. Furthermore, the Poisson's ratio of a tonalite was lower than that of a granodiorite, and assumed a negative value. This effect occurred because the lateral strain became positive as it changed from contraction at the initial stage of loading to extension at higher stress levels. There is no ready explanation for this phenomenon; it is believed, however, that it occurs due to microcracks pre-existing in rock materials and/or weak bonds between the adjacent mineral grains.

収録刊行物

  • 材料

    材料 56 (7), 654-659, 2007

    公益社団法人 日本材料学会

被引用文献 (4)*注記

もっと見る

参考文献 (4)*注記

もっと見る

詳細情報 詳細情報について

問題の指摘

ページトップへ