Reliable Support Design for Excavations in Brittle Rock Using a Global Response Surface Method

Author:

Langford J. Connor,Diederichs Mark S.

Publisher

Springer Science and Business Media LLC

Subject

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

Reference42 articles.

1. Alejano LR, Alonso E (2005) Considerations of the dilatancy angle in rocks and rock masses. Int J Rock Mech Min Sci 42(4):481–507

2. Baecher GB, Christian JT (2003) Reliability and statistics in geotechnical engineering. Wiley, West Sussex

3. Bucher CG, Bourgund U (1990) A fast and efficient response surface approach for structural reliability problems. Struct Saf 7(1):57–66

4. Cai M (2010) Practical estimates of tensile strength and Hoek–Brown strength parameter mi of brittle rocks. Int J Rock Mech Rock Eng 43(2):167–184

5. Carter TG, Diederichs MS, Carvalho JL (2008) Application of modified Hoek–Brown transition relationships for assessing strength and post yield behaviour at both ends of the rock competence scale. In: 6th Int Symp on Ground Support in Mining and Civil Eng Const, Cape Town, South Africa, 30 March–3 April 2008, 1–21

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