APPLICATION OF DAMAGE TENSOR FOR ESTIMATING MECHANICAL PROPERTIES OF ROCK MASS.

Takashi Kyoya, Yasuaki Ichikawa, Toshikazu Kawamoto

研究成果: Article査読

3 被引用数 (Scopus)

抄録

Distributed discontinuities essentially affect to the mechanical behavior of rock mass. Such discontinuities can be modelled by introducing the damage tensor of Murakami et al. which was originally proposed for creep failure of metal-like materials. In this paper, the concept is extended to the rate-insensitive rock mass behavior involving joint sets. An in-situ observation method of the damage tensor is proposed.

本文言語English
ページ(範囲)27-35
ページ数9
ジャーナルDoboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers
3
358
DOI
出版ステータスPublished - 1985
外部発表はい

ASJC Scopus subject areas

  • 工学(全般)

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