Numerical Investigation of the Stress Distribution in Backfilled Stopes Considering Creep Behaviour of Rock Mass

Author:

Qi Chongchong,Fourie Andy

Funder

Chinese Government Scholarship

Publisher

Springer Science and Business Media LLC

Subject

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

Reference61 articles.

1. Apuani T, Masetti M, Rossi M (2007) Stress–strain–time numerical modelling of a deep-seated gravitational slope deformation: preliminary results. Quat Int 171:80–89. https://doi.org/10.1016/j.quaint.2007.01.014

2. 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: 12th Panamerican conference on soil mechanics and geotechnical engineering and 39th US rock mechanics symposium, 22–26 June, Boston, Massachusetts, USA, vol 1, Verlag Gückauf GmbH, Essen, pp 1157–1164

3. Barla G (1995) Squeezing rocks in tunnels. ISRM News J 2:44–49

4. Barla GB, Bonini M, Debernardi D (2007) Modelling of tunnels in squeezing rock. In: Eberhardsteiner et al (eds) Proceedings of the ECCOMAS thematic conference on computational methods in tunnelling (EURO:TUN 2007), Vienna. Vienna University of Technology, Vienna. ISBN:978-3-9501554-7-1

5. Barla G, Bonini M, Debernardi D (2008) Time dependent deformations in squeezing tunnels. In: Proceedings of the 12th IACMAG international conference on computer methods and advances in geomechanics, Goa, India

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