Abstract
Barricade bricks are fundamental to the safe operation of a mining site. Past failures have lead to loss of life and reduced mine efficiency or even shut down. The fundamental material property that determines the operational characteristics of barricade bricks is their permeability, which must be tailored to suit the operational environment of the mine. The ability of the barricade to control the hydraulic pressure within a stope application is crucial for safety and economic returns. In the current work practical barricade bricks were tested for permeability. As well, the strength and modulus of bricks were measured after being soaked in water for either 7 or 90 days so that a measure of their engineering functionality could be determined. The primary conclusions of this work are as follows. There was substantial deviation in permeability between bricks; however, the average permeability of the barricade bricks was several orders of magnitude larger than the values obtained for the hydraulic fill. This difference indicates that modelling efforts can assume that the barricade does not contribute to the pore pressure development within the fill. Hence the drainage of the system is not related to the permeability of these bricks provided that the barricades are built from the bricks in such a way that the construction or future migration of fines from the fill does not impede the drainage performance.
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Notes
These ratios are based on estimates of mix proportions from one of the Australian barricade brick manufacturers.
Ormonoid Brushable Waterproofer–Heavy duty brush on bitumen coating.
Ormonoid Duraseal Bitumen based waterproofing putty.
Selleys Space invader expanding filler, (300 g can).
Selleys Roof and gutter translucent silicone
300 kPa was selected as the reference applied pressure because this value was more clearly marked on the dial gage; therefore minimising error.
Hydraulic gradient, i, is defined as the energy (or head) loss, h, per unit length of material (l).
These ratios are based on estimates of mix proportions from one of the Australian barricade brick manufacturers.
Two independent laboratories were used to ensure validity of results, and there was no significant discrepancy between control samples.
References
Anonymous (1999) ASTM C577: permeability of refractory brick/monoliths at room temperature test. American society for testing and materials international, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA, 19428-2959 USA
Anonymous (2007a) Barrick corporation. http://www.barrick.com/. Accessed 1 Mar 2007
Anonymous (2007b) Bronzewing, Australia: Gold. http://www.ame.com.au/mines/Au/Bronzewing.htm. Accessed 1 Mar 2007
Anonymous (2007c) Mount Isa Brickworks. http://www.mountisabrickworks.com.au. Accessed 1 Mar 2007
Anonymous (2007d) Osborne, Australia, Copper. http://www.ame.com.au/mines/Au/Osborne.htm. Accessed 1 Mar 2007
AS (1995) Australian Standards, AS 1289.3.5.1 – 1995: methods of testing soils for engineering purposes – soil classification tests. Standards Australia Limited, 286 Sussex Street, Sydney, NSW, 2000
AS (1998) Australian Standards, AS 1289.6.4.1 – 1998: methods of testing soils for engineering purposes – soil strength and consolidation tests. Standards Australia Limited, 286 Sussex Street, Sydney, NSW, 2000
AS (2001a) Australian Standards, AS 1289.6.7.2 – 2001: methods of testing soils for engineering purposes – soil strength and consolidation tests – determination of permeability of a soil – falling head method for a remoulded specimen. Standards Australia Limited, 286 Sussex Street, Sydney, NSW, 2000
AS (2001b) Australian Standards, AS 1289.6.7.3 – 2001: methods of testing soils for engineering purposes – soil strength and consolidation tests – determination of permeability of a soil – constant head method for a remoulded specimen. Standards Australia Limited, 286 Sussex Street, Sydney, NSW, 2000
Beer G (1988) Editorial. Comput Geotech 5(2):79–241
Beer G, Watson JO, Swoboda G (1987) Three-dimensional analysis of tunnels using infinite boundary elements. Comput Geotech 3(1):37–58
Bridges MC (2003) A new era of fill-retaining barricades. Digging Deeper, AMC Consultants, October, 2–5, http://www.amcconsultants.com.au/news/archive. Accessed 1 Mar 2007
Coulthard MA, Beer G (1988) Research at CSIRO on numerical modelling for mining geomechanics. Comput Geotech 5(2):81–103
Cowling R (1998) Twenty-five years of mine filling: developments and directions. In: Bloss M (ed) Proceedings of the 6th international symposium on mining with backfill: minefill ’98. Brisbane, Australia, pp 3–10
Cowling R, Grice AG, Isaacs LT (1988a) Simulation of hydraulic filling of large underground mining excavations. In: Proceedings of 6th international conference on numerical methods in geomechanics. Innsbruck, Austria, pp 1869–1876
Cowling R, Voboril A, Isaacs LT, Meek JL, Beer G (eds) (1988b) Computer models for improved fill performance. Balkema, Rotterdam
Duffield WA, Gad E, Bamford W (2003) Investigation into the structural behaviour of mine brick barricades. Aust Inst Min Metall 2(March/April):45–50
Grenon M, Hadjigeorgiou J (2003) Open stope stability using 3D joint networks. Rock Mech Rock Eng 36(3):183–208
Grice AG (1989) Fill research at Mount Isa mines limited. Innovations in Mining Backfill Technology. Balkema, Rotterdam, pp 15–22
Grice AG (2001) Recent minefill developments in Australia. In: Stone D (ed) Proceedings of the 7th international symposium on mining with backfill, Seattle, Washington. Society for Mining, Metallurgy and Exploration, Littleton, Colorado, pp 351–357
Grice T (2003) Current trends on mining with backfill. Digging deeper, October 2003, http://www.amcconsultants.com.au/news/2003_oct.asp, p 4
Harr ME (1962) Groundwater and seepage. McGraw-Hill International Book Company, New York
Harr ME (1977) Mechanics of particulate media – a probabilistic approach. McGraw-Hill International Book Company, New York
Kuganathan K (2001a) Design and construction of shotcrete bulkheads with engineered drainage system for mine backfilling. International seminar on surface support liners, Australian Centre for Geomechanics, pp 1–15
Kuganathan K (2001b) Mine backfilling, backfill drainage and bulkhead construction – a safety first approach. Australia’s Mining Monthly, February, pp 58–64
Lambe TW (1951) Soil testing for engineers. John Wiley and Sons, New York
Mitchell RJ, Smith JD (1979) Mine backfill design and testing. Cim Bull 72(801):82–89
Mitchell RJ, Smith JD, Libby DJ (1975) Bulkhead pressures due to cemented hydraulic backfills. Can Geotech J 12(3):362–371
Napier JAL, Daehnke A, Dede T, Hildyard MW, Kuijpers JS, Malan DF, Sellers EJ, Turner PA (1997) Quantification of slope fracture zone behaviour in deep level gold mines. J S Afr Inst Min Metall 97(3):119–134
Rankine KJ (2004) The geotechnical characterization and stability analysis of BHP Billiton’s Cannington mine pastefill. School of Engineering. James Cook University, Townsville
Rankine KJ, Sivakugan N, Cowling R (2006) Emplaced characteristics of hydraulic fills in a number of Australian mines. Geotech Geol Eng 24:1–14
Sivakugan N, Rankine KJ, Rankine RM (2006a) Permeability of hydraulic fills and barricade bricks. Geotech Geol Eng 24:661–673
Sivakugan N, Rankine RM, Rankine KJ, Rankine KS (2006b) Geotechnical considerations in mine backfilling in Australia. J Clean Prod 14(12–13):1168–1175
Traves WH, Isaacs LT (1991) 3-Dimensional modeling of fill drainage in mine stopes. Trans Inst Min Metall A 100:A66–A72
Acknowledgements
The authors are grateful to many companies who contributed to this work by providing samples, and their knowledge, insights and practical experiences. These companies are BHP Billiton, Mount Isa Brickworks, Newmont Australia, and Placer Dome Inc.
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Berndt, C.C., Rankine, K.J. & Sivakugan, N. Materials properties of barricade bricks for mining applications. Geotech Geol Eng 25, 449–471 (2007). https://doi.org/10.1007/s10706-007-9122-y
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DOI: https://doi.org/10.1007/s10706-007-9122-y