Time-Dependent Stability Analyses of Side-Exposed Backfill Considering Creep of Surrounding Rock Mass

Author:

Wang RuofanORCID,Li Li

Funder

Natural Sciences and Engineering Research Council of Canada

China Scholarship Council

Publisher

Springer Science and Business Media LLC

Subject

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

Reference100 articles.

1. Amitrano D, Helmstetter A (2006) Brittle creep, damage, and time to failure in rocks. J Geophys Res Solid Earth 111:1–17. https://doi.org/10.1029/2005jb004252

2. Askew J, McCarthy PL, Fitzgerald DJ (1978) Backfill research for pillar extraction at ZC/NBHC. In: Proceedings of 12th Canadian rock mechanics symposium. Institute of Mining and Metallurgy, Sudbury, pp 100–110. https://doi.org/10.1016/0148-9062(80)90403-9

3. Aubertin M, Li L, Arnoldi S, Belem T, Bussière B, Benzaazoua M, Simon R (2003) Interaction between backfill and rock mass in narrow stopes. In: Proceedings of 12th panamerican conference on soil mechanics and geotechnical engineering and 39th US rock mechanics symposium, Cambridge, USA, pp 1157–1164

4. Aubertin JD, Hoentzsch S, Diederichs MS, Milton H (2018) Influence of the creep law on pillar response based on numerical simulations of an underground salt mine. In: Proceedings of 52nd US rock mechanics/geomechanics symposium, paper ARMA-2018-1331. American Rock Mechanics Association, Seattle, Washington

5. Aydan Ö, Ito T, Özbay U, Kwasniewski M, Shariar K, Okuno T, Özgenoğlu A, Malan DF, Okada T (2014) ISRM suggested methods for determining the creep characteristics of rock. Rock Mech Rock Eng 47(1):275–290. https://doi.org/10.1007/978-3-319-07713-0_9

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