Mechanism of discontinuous behavior of rock mass during underground cavern excavation

Tsugio Yoshida, Yuzo Ohnishi, Satoshi Nishiyama

研究成果査読

2 被引用数 (Scopus)

抄録

Various kinds of measurements were carried out during excavation of two large underground caverns to estimate rock behavior as a discontinuous material. As a result, rock behavior as a discontinuous material was estimated in detail, such as characteristics of crack propagation, displacement and stress redistribution. In particular, it was found that characteristics of displacement and stress redistribution were very remarkable in some areas and that crack propagation was also remarkable in the area. Through the measurements, it was suggested that the sliding of discontinuities were related to the discontinuous behavior. So with a simulation in which the discontinuities were modeled, the influence of the sliding of the discontinuity to crack propagation, displacement and stress redistribution is discussed.

本文言語English
ページ(範囲)501-506
ページ数6
ジャーナルZairyo/Journal of the Society of Materials Science, Japan
55
5
DOI
出版ステータスPublished - 5月 2006
外部発表はい

ASJC Scopus subject areas

  • 材料科学(全般)
  • 凝縮系物理学
  • 材料力学
  • 機械工学

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