Mechanism of Discontinuous Behavior of Rock Mass during Underground Cavern Excavation

Author:

YOSHIDA Tsugio,OHNISHI Yuzo,NISHIYAMA Satoshi

Publisher

Society of Materials Science, Japan

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science

Reference5 articles.

1. 1) Y. Uchita, T. Yoshida, M. Urayama and Y. Hirakawa, “Rock Behavior Observed by Means of Borehole Television Camera during a Large Underground Cavern Excavation”, Journal of Geotechnical Engineering, No.517, pp.33-41 (1995).

2. 2) S. Mori, Y. Hirakawa and T. Yoshida, “Vertical direction behavior of large rock cavern side wall due to excavation” Proceedings of the 28 the Symposium on Rock Mechanics, pp.48-52 (1997).

3. 3) T. Ishida, T. Kanagawa, A. Yada and M. Tanaka, “Proposing of a New Method to Detect Loosened Regions Around a Rock Chamber, Taking Note of Stress Redistribution due to Excavation”, Proceedings of the 23 the Symposium on Rock Mechanics, pp.227-231 (1991).

4. 4) T. Yoshida, S. Mori and Y. Hirakawa, “Development of vertical direction relative displacement measurement device and its application to a field”, Proceedings of Tunnel Engineering, VOL.6, pp.275-278 (1996).

5. 5) T. Maejima and A. Tomita, “Rock Behavior of Large Underground Rock Cavern during Excavation”, Proceedings of the 24 the Symposium on Rock Mechanics, pp.326-330 (1992).

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