Authors: Reid, D; Kaminsky, HAW; Fourie, AB

Open access courtesy of:

DOI https://doi.org/10.36487/ACG_repo/2455_11

Cite As:
Reid, D, Kaminsky, HAW & Fourie, AB 2024, 'Some observations on the effects of polymer degradation on geotechnical behaviour', in AB Fourie & D Reid (eds), Paste 2024: Proceedings of the 26th International Conference on Paste, Thickened and Filtered Tailings, Australian Centre for Geomechanics, Perth, pp. 151-158, https://doi.org/10.36487/ACG_repo/2455_11

Download citation as:   ris   bibtex   endnote   text   Zotero


Abstract:
The addition of polymers at or near to the point of deposition, perhaps most commonly referred to as inline flocculation and herein referred to as polymer treatment (PT), is an increasingly popular technique to improve the dewatering rates and consolidation behaviour of clay-rich tailings. Previous research has demonstrated that this process can significantly alter the geotechnical behaviour of some soils, including their consolidation characteristics and the critical state line. It has also been shown that shearing of slurries after the inline flocculation process can reduce some of the changes induced by the polymers. However, insufficient research has been conducted on the effects of long-term degradation of the polymers on geotechnical behaviour – something of particular importance if the strength of tailings in question are relied upon for stability. To investigate the effect of long-term polymer degradation, PT specimens were prepared for triaxial compression testing on a well-characterised clayey slurry. Attempts were then made to degrade the polymers through the flushing of hydrogen peroxide solution for specimens within the triaxial apparatus, followed by shearing to examine the response of the specimen. Results obtained have not been able to demonstrate appreciable changes to the mechanical behaviour of the PT specimens as a result of hydrogen peroxide flushing. However, the amount of flushing carried out was seen in a separate test to be insufficient to completely degrade the polymers.

Keywords: polymer treatment, polymer degradation, element testing, critical state line

References:
Abdulnabi, A, Amoako, K, Moran, D, Vanadara, K, Aldaeef, AA, Esmaeilzadeh, A, … Simms, P 2022, ‘Evaluation of candidate polymers to maximize geotechnical performance of oil sands tailings’, Canadian Geotechnical Journal, vol. 59, no. 3, pp. 359–371.
Arroyo, M & Gens, A 2021, Computational analyses of Dam I at the Corrego de Feijao mine in Brumadinho - Final Report for Vale S.A.
Beier, N, Wilson, W, Dunmola, A & Sego, D 2013. ‘Impact of flocculation-based dewatering on the shear strength of oil sands fine tailings’, Canadian Geotechnical Journal, vol. 50, pp. 1001–1007.
Beveridge, A, Mutz, P & Reid, D 2015, ‘Tailings co-disposal case study – art or science?’, in R Jewell & AB Fourie (eds), Paste 2015: Proceedings of the 18th International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 505–520,
Cooling, DJ & Beveridge, A 2015, ‘Use of Rheomax ETD technology to thicken bauxite reisdual slurry during Super Thickener bypass’, in AB Fourie & RJ Jewell (ed.), Paste and Thickened Tailings - A Guide, 3rd edn, Australian Centre for Geomechanics, Perth, pp. 311–312.
Fanni, R, Reid, D & Fourie, AB 2022, ‘Effect of principal stress direction on the instability of sand under the constant shear drained stress path’, Géotechnique,
Gholami, RM & Simms, P 2015, ‘Shear behaviour in element testing of polymer amended mature fine tailings’, Proceedings of the 68th Canadian Geotechnical Conference, Canadian Geotechnical Society, Quebec City.
Jeeravipoolvarn, S, Scott, JD & Chalaturnyk, RJ 2009, ‘Geotechnical characteristics of laboratory in-line thickened oil sands tailings’, Tailings and Mine Waste 2009, University of British Columbia, Vancouver, pp. 813–828.
Jefferies, M & Been, K 2015, Soil Liquefaction: A Critical State Approach, 2nd edn, CRC Press, Boca Raton.
Jefferies, M, Morgenstern, NR, Van Zyl, DV & Wates, J 2019, Report on NTSF Embankment Failure, Cadia Valley Operations.
Manzotti, A, Van Impe, PO, Van Impe, WF & Fratalocchi, E 2014, ‘Impact of flucculants on the stress-strain behaviour of dredged sediments’, in A Bouazza (ed.), Proceedings of the 7th International Congress on Environmental Geotechnics, Curran Associates, Inc., New York, pp. 650–656.
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.
Reid, D & Boshoff, J 2015, ‘Stability of a proposed steepened beach’, in R Jewell & AB Fourie (eds), Paste 2015: Proceedings of the 18th International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 181–194,
Reid, D, Fanni, R & Kulessa, M 2015, ‘Cyclic and post-cyclic behaviour of four Australian tailings’, Proceedings of Tailings and Mine Waste Management for the 21st Century, Australasian Institute of Mining and Metallurgy, Melbourne, pp. 207–214.
Reid, D & Fourie, A 2017, ‘Effects of polymer treatment on undrained strengths and cyclic behavior of a low-plasticity slurry’, Journal of Geotechnical and Geoenvironmental Engineering, vol. 143, issue 6.
Reid, D & Fourie, A 2018a, ‘Centrifuge assessment of the effects of polymer treatment on penetrometer response’, International Journal of Physical Modelling in Geotechnics, vol. 18, pp. 240–252.
Reid, D & Fourie, AB 2015, ‘Effects of shear on the behaviour of polymer-treated slurries’, Proceedings of Tailings and Mine Waste Management for the 21st Century, Australasian Institute of Mining and Metallurgy, Melbourne, pp. 215–224.
Reid, D & Fourie, AB 2016, ‘Laboratory assessment of the effects of polymer treatment on geotechnical properties of low plasticity soil slurry’, Canadian Geotechnical Journal, vol. 53, pp. 1718–1730.
Reid, D & Fourie, AB 2018, ‘Geotechnical effects of polymer treatment on tailings – state of knowledge review’, in RJ Jewell
& AB Fourie (eds), Paste 2018: Proceedings of the 21st International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 263–276,
Reid, D, Fourie, AB, Ayala, JL, Dickinson, S, Ochoa-Cornejo, F, Fanni, R, … & Suazo, G 2021, ‘Results of a critical state line test round robin program’, Géotechnique, vol. 71, pp. 616–630.
Reid, D, Tiwari, B & Fourie, AB 2023, ‘Large strain shearing behaviour of untreated and polymer treated clayey silt slurry specimens’, in GW Wilson, NA Beier, DC Sego, AB Fourie & D Reid (eds), Paste 2023: Proceedings of the 25th International Conference on Paste, Thickened and Filtered Tailings, University of Alberta, Edmonton, and Australian Centre for Geomechanics, Perth, pp. 676–685,
Riley, TC, Reid, D & Utting, L 2015, ‘Polymer-modified tailings deposition – ongoing testing and potential storage efficiency opportunities’, in R Jewell & AB Fourie (eds), Paste 2015: Proceedings of the 18th International Seminar on Paste and Thickened Tailings, Australian Centre for Geomechanics, Perth, pp. 139–152,
ACG_rep/1504_09_Riley
Robertson, PK, de Melo, L, Williams, DJ & Wilson, GW 2019, Report of the Expert Panel on the Technical Causes of the Failure of Feijão Dam I.
Robertson, PK, Wride, CE, List, BR, Atukorala, U, Biggar, KW, Byrne, PM, Campanella, RG, … & Zavodni Z. 2000, ‘The CANLEX project: summary and conclusions’, Canadian Geotechnical Journal, vol. 37, pp. 563–591.
Sheeran, DE & Krizek, RJ 1971, ‘Preparation of homogenous soils samples by slurry consolidation’, Journal of Materials, vol. 6, pp. 356–373.
Torrance, JK 1983, ‘Towards a general model of quick clay’, Sedimentology, vol. 30, pp. 547–555.
Yao, Y 2012, ‘The effect of flocculant on the geotechnical properties of mature fine tailings: an experimental study’, Proceedings of the Third International Oil Sands Tailings Conference, Oil Sands Tailings Research Facility, Edmonton, pp. 1–16.
Znidarcic, D, Adkins, S, Utting, L & Catling, M 2015, ‘Rheomax ETD technology, a laboratory study of application performance and associated geotechnical characteristics for polymer assisted tailings deposition of oil sands MFT’, Proceedings of Tailings and Mine Waste Management for the 21st Century, Australasian Institute of Mining and Metallurgy, Melbourne




© Copyright 2024, Australian Centre for Geomechanics (ACG), The University of Western Australia. All rights reserved.
View copyright/legal information
Please direct any queries or error reports to repository-acg@uwa.edu.au