Stability Analysis of Paste Fill as Stope Wall using Analytical Method and Numerical Modeling in TheKencana Underground Gold Mining with Long Hole Stope Method

Author:

Karim Razak,Simangunsong Ganda M.,Sulistianto Budi,Lopulalan Arnol

Publisher

Elsevier BV

Subject

General Engineering

Reference11 articles.

1. Aubertin, M., Li, L., Arnoldi, S., Belem, T., Bussière, B.,Benzaazoua, M. & Simon, R., “I nteraction between backfill and rock mass in narrow stopes”. Soil and Rock America. Cambridge, Mass (in press). Rotterdam, Balkema. (2003).

2. Belem, T., &Benzaazoua, M., “An overview on the use of paste fill technology as a ground support method in cut and fill mines” Ground Support In Mining And Underground Construction– Villaescusa & Potvin, Taylor & Francis Group, London, ISBN 90 5809 640 8. (2004).

3. Belem, T., Benzaazoua, M., Bussière, B. “Mechanical behavior of cemented paste fill”. Proceedings of the 55 th Canadian Geotechnical Conference. Canadian Geotechnical Society, vol. 1, ISBN 0-920505-15-5 pp.373-380. Montreal,(2000).

4. Belem, T., et al, “Développement d’une méthode intégrée d’analyse de stabilité des chantiers miniers remblayés” Études et recherches, Bibliothèque et Archives nationals, ISBN: 978-2-89631-398-3 (PDF).(2009).

5. Caceres C., “Effect of Backfill on Open Stope Mining Methods”, MASc Thesis, Mining Engineering, Univ. of British Columbia, 139pp.(2005).

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