Abstract
The focus of this study was on the evaluation of hydrologic and environmental behavior observed in GeoWaste and waste rock test piles. GeoWaste is a mixture of fast-filtered tailings and waste rock prepared as a tailings-dominated mixture. The two test piles included potentially acid-generating (PAG) waste rock and were operated for 26 months to evaluate whether GeoWaste can suppresses sulfide oxidation and production of metal-rich acid mine drainage relative to PAG waste rock. The test piles were constructed in the shape of truncated 5-m-tall pyramids with 25-m base sides and flat 5-m × 5-m top surfaces. Water content, temperature, electrical conductivity, and oxygen concentration were monitored in four layers and at five locations within each layer in both test piles. In addition, 5-m × 5-m lysimeters were installed at the base of each pile to collect leachate. Approximately 2660 mm of water was added to the surfaces of the test piles via precipitation and irrigation (irrigation ≈ 1050 mm applied at an approximately constant rate for 70 days). The measured saturation, oxygen concentration, electrical conductivity, and temperature in the GeoWaste and waste rock piles suggest more sulfide oxidation occurred in the waste rock pile compared to the GeoWaste pile. Observations from the pile experiments suggest that co-managing mine waste in the form of GeoWaste reduced acid generation compared to waste rock alone due to the lower permeability and unsaturated state of the GeoWaste pile that reduced downward migration of moisture and inhibited drainage.
Similar content being viewed by others
Data availability
Data can be made available upon request.
Code Availability
Not applicable
References
Blight G (2009) Geotechnical engineering for mine waste storage facilities. Taylor & Francis, London
Yilmaz E (2011) Advances in reducing large volumes of environmentally harmful mine waste rocks and tailings. Gospodarka Surowcami Mineralnymi 27:89–112
Johnson DB, Hallberg KB (2005) Acid mine drainage remediation options: a review. Sci Total Environ 338(1-2):3–14
Akcil A, Koldas S (2006) Acid mine drainage (AMD): causes, treatment and case studies. J Clean Prod 14(12-13):1139–1145
Tutu H, McCarthy TS, Cukrowska E (2008) The chemical characteristics of acid mine drainage with particular reference to sources, distribution and remediation: the Witwatersrand Basin, South Africa as a case study. Appl Geochem 23(12):3666–3684
Qiu Y, Sego DC (2001) Laboratory properties of mine tailings. Can Geotech J 38(1):183–190
Bussière B (2007) Colloquium 2004: Hydrogeotechnical properties of hard rock tailings from metal mines and emerging geoenvironmental disposal approaches. Can Geotech J 44(9):1019–1052
Davies M (2011) Filtered dry stacked tailings–the fundamentals. In Proceedings of tailings and mine waste Conference, BC, Canada
Simms P, Williams MPA, Fitton TG, McPhail G (2011) Beaching angles and evolution of stack geometry for thickened tailings-a review. In: Proceedings of the 14th International Conference on Paste and Thickened Tailings, Edited by R. Jewell and A. Foruie, Perth, Australia, pp 171–190
Wisdom T, Jacobs M, Chaponnel J (2018) GeoWaste™ – continuous comingled tailings for large-scale mines, In Proceedings of 21st International Seminar on Paste and Thickened Tailings, AusIMM, Perth, WA Australia
Mine Environment Neutral Drainage (MEND) Program (2017) Study of tailings management technologies. MEND Report 2.50.1, October 2017
Morgenstern NR, Vick SG, Van Zyl D (2015) Report on Mount Polley tailings storage facility breach, Report of Independent Expert Engineering Investigation and Review Panel. Province of British Columbia, Canada
Morgenstern NR, Vick SG, Viotti CB, Watts BD (2016) Fundão tailings dam review panel report on the immediate causes of the failure of the Fundão Dam. SAMARCO, SA, Vale, SA, Eds, 76
Robertson PK, Melo LD, Williams DJ, Wilson W (2019) Report of the expert panel on the technical causes of the failure of Feijao Dam I. www.b1technicalinvestigation.com. Accessed 1 Jan 2020
Williams DJ, Wilson GW, Panidis C (2003). Waste rock and tailings mixtures as a possible seal for potentially acid forming waste rock. In: Proceeding of 6th International Conference on Acid Rock Drainage, Cairns, QLD, pp 427–435
Leduc M, Backens M, Smith ME (2004) Tailings co-disposal at the Esquel gold mine Patagonia, Argentina. In: Proceedings of the SME Annual Meeting, Denver, Colorado, pp 23–25
Wickland BE, Wilson GW, Wijewickreme D, Klein B (2006) Design and evaluation of mixtures of mine waste rock and tailings. Can Geotech J 43(9):928–945
Bareither CA, Gorakhki MH, Scalia J, Jacobs M (2018) Compression behavior of filtered tailings and waste rock mixtures: GeoWaste. In: Proceeding of Tailings and Mine Waste 2018, UBC Studios, University of British Columbia, Vancouver, BC, pp 163–173
Jehring MM, Bareither CA (2016) Tailings composition effects on shear strength behavior of co-mixed mine waste rock and tailings. Acta Geotech 11(5):1147–1166
Hamade MM, Bareither CA (2018) Consolidated undrained shear behavior of synthetic waste rock and synthetic tailings mixtures. Geotech Test J 42(5):1207–1232
Burden RN, Williams D, Ward W (2017) Summary of results for the University of Alberta/University of Queensland. Eco-tails Testing Program, Draft. Department of Civil & Environmental Engineering, University of Alberta
Borja RN, Bareither CA (2020) Shear behavior of waste rock and filtered tailings mixtures. GeoCongress 2020 GCP 318, ASCE, pp 872–880
Gorakhki MRH, Bareither CA, Scalia J, Aparicio M, Jacobs M (2019) In situ hydraulic conductivity testing of a GeoWaste test pile. Proc. Tailings and Mine Waste 2019, UBC Studios, University of British Columbia, Vancouver, BC
ASTM (2007) Standard test method for particle-size analysis of soils. D 422-63, West Conshohocken, PA
ASTM (2014a) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. D4318-10, West Conshohocken, PA
ASTM (2014b) Standard test methods for laboratory compaction characteristics of soil using standard effort (12400ft-lbf/ft3 (600 kN-m/m3)). D698-12, West Conshohocken, PA
Yucel DS, Alper B (2016) Prediction of acid mine drainage generation potential of various lithologies using static tests: Etili coal mine (NW Turkey) as a case study. Environ Monit Assess 188.8(2016):1–16
Matyas EL, Welch DE, Reades DW (1984) Geotechnical parameters and behavior of uranium tailings. Can Geotech J 21(3):489–504
Aubertin M, Bussière B, Chapuis RP (1996) Hydraulic conductivity of homogenized tailings from hard rock mines. Can Geotech J 33(3):470–482
Wickland BE, Wilson GW (2005) Self-weight consolidation of mixtures of mine waste rock and tailings. Can Geotech J 42(2):327–339
Khalili A, Wijewickreme D, Wilson W (2010) Mechanical response of highly gap-graded mixtures of waste rock and tailings. Part I: Monotonic shear response. Can Geotech J 47(5):552–565
Wickland BE, Wilson GW, Wijewickreme D (2010) Hydraulic conductivity and consolidation response of mixtures of mine waste rock and tailings. Can Geotech J 47(4):472–485
Daliri F, Kim H, Simms P, Sivathayalan S (2014) Impact of desiccation on monotonic and cyclic shear strength of thickened gold tailings. J Geotech Geoenviron 140(9):04014048
Gorakhki MH (2020) Hydrological assessment of field-scale GeoWaste and waste rock test piles, Ph.D. Dissertation, Civil & Environmental Engineering, Colorado State University, Fort Collins, Colorado, USA
Hilhorst MA (2000) A pore water conductivity sensor. Soil Sci Soc Am J 64(6):1922–1925
Albright WH, Benson CH, Waugh WJ (2010) Water balance covers for waste containment: principles and practice. American Society of Civil Engineers, Reston
Benson CH, Bareither CA (2012) Designing water balance covers for sustainable waste containment: transitioning state-of-the-art to state-of-the-practice. Geotechnical Engineering State of the Art and Practice: Keynote Lectures form GeoCongress 2012, GSP 226, ASCE, pp 1–33
Acknowledgements
We thank Mike Jacobs, formerly of Goldcorp Inc. and now at Newcrest Mining, for his efforts to support the evaluation of GeoWaste as a future mine waste management strategy.
Funding
This work was financially supported by the National Science Foundation (CMMI #1538344) and Newmont Corporation.
Author information
Authors and Affiliations
Contributions
Not applicable
Corresponding author
Ethics declarations
Conflict of Interest
The authors declare no competing interests.
Disclaimer
The opinions, findings, conclusions, or recommendations expressed herein are those of the authors and do not necessarily represent the views of the National Science Foundation or Newmont Corporation.
Additional information
Publisher’s Note
Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.
Rights and permissions
About this article
Cite this article
Gorakhki, M.R.H., Bareither, C.A., Scalia, J. et al. Hydrologic and Environmental Behavior of GeoWaste and Waste Rock in Field Experimental Piles. Mining, Metallurgy & Exploration 38, 1339–1354 (2021). https://doi.org/10.1007/s42461-021-00419-6
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s42461-021-00419-6