The stability of slopes and underground openings against flexural toppling and their stabilisation

Author:

Aydan �.,Kawamoto T.

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. Aydan, Ö. (1989): The stabilisation of rock engineering structures by rockbolts. Doctorate Thesis, Nagoya University.

2. Aydan, Ö., Kawamoto, T. (1987): Toppling failure of discontinuous rock slopes and their stabilisation (in Japanese). J. of Min. Metall. Inst. of Japan 103, 763?770.

3. Aydan, Ö., Kyoya, T., Ichikawa, Y., Kawamoto, T. (1987): Anchorage performance and reinforcement effect of fully grouted rockbolts on rock excavations. In: Proc., 6th Int. Congr. on Rock Mechanics, ISRM Montreal 2, 757?760.

4. Aydan, Ö., Kyoya, T., Ichikawa, Y., Kawamoto, T. (1988): Flexural toppling failures in slopes and underground openings. In: Proc., 9th West Japan Symp. on Rock Engineering, Kumamoto, 72?80.

5. Bjürstrom, S. (1974): Shear strength of hard rock joints reinforced by grouted untensioned bolts. In: Proc., 3rd Int. Congr. on Rock Mechanics, ISRM Denver 2 B, 1194?1199.

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