Abstract
In the storage process, the tailings particle size distribution varies greatly in different regions of the tailings reservoir, which significantly affects the consolidation efficiency of tailings and the stability of tailings dam. Relying on the actual engineering, this study conducted tailings sampling, consolidation and triaxial shear experiments to explore the consolidation characteristics and strength variation rules of tailings under different gradations. The experiments discovered that, with the increase in fine particle content in the tailings, the compressibility and porosity showed greater changes, and the cut-off point between primary and secondary consolidation became more obvious. Besides, with the increase in consolidation pressure, the consolidation coefficient of tailings fine particles exhibited the greater growth, and the coefficient of compressibility declined sharply. Moreover, as the fine particle content increased in the tailings, the strain softening phenomenon appears gradually, and the shear strength of tailings decreased. When coarse particles were dominant in the tailings, the stronger force chain resulted in the more stable pore structure. Therefore, the research results provide some theoretical guidance for scholars to optimize the settlement and consolidation efficiency of tailings and research the fine microstructure strength of tailings.
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References
Azam S, Jeeravipoolvarn S, Scott JD (2009) Numerical modeling of tailings thickening for improved mine waste management. J Environ Inf 13(2):111–118. https://doi.org/10.3808/jei.200900146
Bassett DS, Owens ET, Porter MA, Manning ML, Daniels KE (2015) Extraction of force-chain network architecture in granular materials using community detection. Soft Matter 11(14):2731–2744. https://doi.org/10.1039/c4sm01821d
Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155–164. https://doi.org/10.1063/1.1712886
Bonin MD, Nuth M, Dagenais AM, Cabral AR (2014) Experimental study and numerical reproduction of self-weight consolidation behavior of thickened tailings. J Geotech Geoenviron Eng. https://doi.org/10.1061/(asce)gt.1943-5606.0001179
Bordenave S, Kostenko V, Dutkoski M, Grigoryan A, Martinuzzi RJ, Voordouw G (2010) Rela-tion between the activity of anaerobic microbial populations in oil sands tailings pondsand the sedimentation of tailings. Chemosphere 81(5):663–668. https://doi.org/10.1016/j.chemosphere.2010.07.058
Burland JB (1990) 30th rankine lecture-on the compressibility and shear-strength of natural clays. Geotechnique 40(3):329–378. https://doi.org/10.1680/geot.1990.40.3.329
Catalan LJJ, Yanful EK (2002) Sediment-trap measurements of suspended mine tailings in shall-ow water cover. J Environ Eng-Asce 128(1):19–30. https://doi.org/10.1061/(asce)0733-9372(2002)128:1(19)
Chai JC, Zhou Y (2018) Method for considering the effect of nonuniform consolidation. Int J Geomech. https://doi.org/10.1061/(asce)gm.1943-5622.0001078
Chen QL, Zhang C, Yang CH, Ma CK, Pan ZK (2019) Effect of fine-grained dipping interlayers on mechanical behavior of tailings using discrete element method. Eng Anal Boundary Elem 104:288–299. https://doi.org/10.1016/j.enganabound.2019.03.029
Essayad K, Aubertin M (2021) Consolidation of hard rock tailings under positive and negative pore-water pressures: testing procedures and experimental results. Can Geotech J 58(1):49–65. https://doi.org/10.1139/cgj-2019-0594
Famakinwa TE, Su Y, Wang JY, Gates ID (2018) An in-situ process to consolidate oil sands mine tailings. J Environ Chem Eng 6(2):3295–3305. https://doi.org/10.1016/j.jece.2018.04.050
Farkish A, Fall M (2014) Consolidation and hydraulic conductivity of oil sand mature fine tailings dewatered by using super absorbent polymer. J Geotech Geoenviron Eng. https://doi.org/10.1061/(asce)gt.1943-5606.0001101
Ferrer G, Saez E, Ledezma C (2018) Numerical modeling of cracking pattern’s influence on the dynamic response of thickened tailings disposals: a periodic approach. Earthq Eng Eng Vib 17(1):179–190. https://doi.org/10.1007/s11803-018-0433-1
Fourie AB, Papageorgiou G (2001) Defining an appropriate steady state line for Merriespruit gold tailings. Can Geotech J 38(4):695–706. https://doi.org/10.1139/cgj-38-4-695
Fuerstenau DW, Abouzeid AZM (1991) Effect of fine particles on the kinetics and energetics of grinding coarse particles. Int J Miner Process 31(3–4):151–162. https://doi.org/10.1016/0301-7516(91)90024-d
Gan DQ, Yang X, Zhang YP (2019) Experimental analysis on permeability characteristics of iron tailings. Math Probl Eng. https://doi.org/10.1155/2019/6539846
Geng WL, Wang WS, Wei ZA, Huang G, Jing XF, Jiang CB, Tian S (2021) Experimental study of mesostructure deformation characteristics of unsaturated tailings with different moisture content. Water. https://doi.org/10.3390/w13010015
Gorakhki MH, Bareither CA (2017) Unconfined compressive strength of synthetic and natural mine tailings amended with fly ash and cement. J Geotech Geoenviron Eng. https://doi.org/10.1061/(asce)gt.1943-5606.0001678
Gumfekar SP, Vajihinejad V, Soares JBP (2019) Advanced polymer flocculants for solid-liquidseparation in oil sands tailings. Macromol Rapid Commun. https://doi.org/10.1002/marc.201800644
Guo PJ (2010) Effect of density and compressibility on K-0 of cohesionless soils. Acta Geotech 5(4):225–238. https://doi.org/10.1007/s11440-010-0125-0
He W, Williams D, Shokouhi A (2017) Numerical study of slurry consolidometer tests taking i-nto account the influence of wall friction. Comput Geotech 91:39–47. https://doi.org/10.1016/j.compgeo.2017.06.014
Hu LM, Wu H, Zhang L, Zhang PW, Wen QB (2017) Geotechnical properties of mine tailings. J Mater Civ Eng. https://doi.org/10.1061/(asce)mt.1943-5533.0001736
Islam S, Williams DJ, Llano-Serna M, Zhang CM (2020) Settling, consolidation and shear strength behaviour of coal tailings slurry. Int J Min Sci Technol 30(6):849–857. https://doi.org/10.1016/j.ijmst.2020.03.013
James M, Aubertin M, Wijewickreme D, Wilson GW (2011) A laboratory investigation of the dynamic properties of tailings. Can Geotech J 48(11):1587–1600. https://doi.org/10.1139/t11-060
Jehring MM, Bareither CA (2016) Tailings composition effects on shear strength behavior of c-o-mixed mine waste rock and tailings. Acta Geotech 11(5):1147–1166. https://doi.org/10.1007/s11440-015-0429-1
Jiang WD (2005) Fractal character of lenticles and its influence on sediment state in tailings dam. J Cent South Univ Technol 12(6):753–756. https://doi.org/10.1007/s11771-005-0082-1
Kachhwal LK, Yanful EK, Rennie CD (2012) A semi-empirical approach for estimation of bed shear stress in a tailings pond. Enviro Earth Sci 66(3):823–834. https://doi.org/10.1007/s12665-011-1292-5
Kapur PC, Fuerstenau DW (1988) Energy split in multicomponent grinding. Int J Miner Process 24(1–2):125–142. https://doi.org/10.1016/0301-7516(88)90036-1
Li P, Hou YB, Cai MF (2019) Factors influencing the pumpability of unclassified tailings slurry and its interval division. Int J Miner Metall Mater 26(4):417–429. https://doi.org/10.1007/s12613-019-1750-8
Li XJ, Zhang N, Yuan JB, Wang XK, Zhang YH, Chen FX, Zhang YH (2020) Preparation an-d microstructural characterization of a novel 3D printable building material composed of copper tailings and iron tailings. Construct Build Mater. https://doi.org/10.1016/j.conbuildmat.2020.118779
Liu HM, Yang CH, Zhang C, Mao HJ (2012) Study on static and dynamic strength characteris-tics of tailings silty sand and its engineering application. Saf Sci 50(4):828–834. https://doi.org/10.1016/j.ssci.2011.08.025
Luo QZ, Chen XP (2014) Experimental research on creep characteristics of nansha soft soil. Sci World J. https://doi.org/10.1155/2014/968738
Luukkanen S, Parvinen P, Miettinen M, Sten P, Lahteenmaki S, Tuikka A (2003) Monitoring the composition of water of flotation slurries with an on-line analyser. Miner Eng 16(11):1075–1079. https://doi.org/10.1016/j.mineng.2003.06.006
Ma CK, Zhang C, Chen QL, Pan ZK, Mal L (2021) On the effect of void ratio and particle breakage on saturated hydraulic conductivity of tailing materials. Geomech Eng 25(2):159–170. https://doi.org/10.12989/gae.2021.25.2.159
Ngo DH, Horpibulsuk S, Suddeepong A, Hoy M, Chinkulkijniwat A, Arulrajah A, Chaiwan A (2020) Compressibility of ultra-soft soil in the Mae Moh Mine Thailand. Eng Geol. https://doi.org/10.1016/j.enggeo.2020.105594
Ofori P, Nguyen AV, Firth B, McNally C, Ozdemir O (2011) Shear-induced floc structure changes for enhanced dewatering of coal preparation plant tailings. Chem Eng J 172(2–3):914–923. https://doi.org/10.1016/j.cej.2011.06.082
Pan HJ, Zhou GH, Cheng ZZ, Yang R, He L, Zeng DM, Sun BB (2014) Advances in geoche-mical survey of mine tailings project in China. J Geochem Explor 139:193–200. https://doi.org/10.1016/j.gexplo.2013.07.012
Qin JH, Zheng J, Li L (2021) An analytical solution to estimate the settlement of tailings or backfill slurry by considering the sedimentation and consolidation. Int J Min Sci Technol 31(3):463–471. https://doi.org/10.1016/j.ijmst.2021.02.004
Rao F, Liu Q (2015) Geopolymerization and its potential application in mine tailings consoli-dation: a review. Miner Process Extr Metall Rev 36(6):399–409. https://doi.org/10.1080/08827508.2015.1055625
Terzaghi K (1945) Stress conditions for the failure of saturated concrete and rock. Proc Am Soc Test Mater 45:777–792
Wang T, Zhou Y, Lv Q, Zhu Y, Jiang C (2011) A safety assessment of the new Xiangyun ph-osphogypsum tailings pond. Miner Eng 24(10):1084–1090. https://doi.org/10.1016/j.mineng.2011.05.013
Wei Z, Yin GZ, Li GZ, Wang JG, Wan L, Shen LY (2009) Reinforced terraced fields method for fine tailings disposal. Miner Eng 22(12):1053–1059. https://doi.org/10.1016/j.mineng.2009.03.014
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. https://doi.org/10.1139/t09-115
Wilson GW, Kabwe LK, Beier NA, Scott JD (2018) Effect of various treatments on consolidat-ion of oil sands fluid fine tailings. Can Geotech J 55(8):1059–1066. https://doi.org/10.1139/cgj-2017-0268
Wong RCK, Miiis BN, Liu YB (2008) Mechanistic model for one-dimensional consolidation be-havior of nonsegregating oil sands tailings. J Geotech Geoenviron Eng 134(2):195–202. https://doi.org/10.1061/(asce)1090-0241(2008)134:2(195)
Wu T, Qin J (2018) Experimental study of a tailings impoundment dam failure due to overtopping. Mine Water Environ 37(2):272–280. https://doi.org/10.1007/s10230-018-0529-x
Yin GZ, Jiang CB, Wang JG, Xu J (2015) Geomechanical and flow properties of coal from loading axial stress and unloading confining pressure tests. Int J Rock Mech Min Sci 76:155–161. https://doi.org/10.1016/j.ijrmms.2015.03.019
Yin GZ, Li GZ, Wei ZA, Wan L, Shui GH, Jing XF (2011) Stability analysis of a copper tailings dam via laboratory model tests: a Chinese case study. Miner Eng 24(2):122–130. https://doi.org/10.1016/j.mineng.2010.10.014
Zheng BB, Wang JH, Zhang DM, Zhao L (2021) Wang WS Laboratory experimental study of the evaporation and mechanical behaviour of deposited tailings. Environ Sci Pollut Res. https://doi.org/10.1007/s11356-021-14951-x
Zheng BB, Zhang DM, Liu WS, Yang YH, Yang H (2019) Use of Basalt Fiber-Reinforced Tailings for Improving the Stability of Tailings Dam. Materials. https://doi.org/10.3390/ma12081306
Acknowledgements
The authors would like to acknowledge the colleagues from the State Key Laboratory of Coal Mine Disaster Dynamics and Control for their perspectives and suggestions related to data collection and statistical analysis.
Funding
This work is supported by the National Natural Science Foundation of China (Grant No. 51904040); the General Program of Chongqing Natural Science Foundation Project (Grant No. cstc2020jcyj-msxmX0747); the Fundamental Research Funds for the Central Universities (Grant Nos. 2020CDJ-LHZZ-003; 2020CDJQY-A045); and the Venture and Innovation Support Program for Chongqing Overseas Returnees (Grant No. cx2018071).
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ST contributed to conceptualization, methodology, data curation, formal analysis, funding acquisition, supervision, project administration, writing—original draft preparation. YH was involved in conceptualization, investigation, methodology, data curation, formal analysis, visualization, writing—original draft preparation, writing—reviewing and editing. JC and RB contributed to validation, project administration, writing—original draft preparation. GW was involved in investigation, methodology, data curation, formal analysis. All authors gave final approval for publication.
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Tian, S., He, Y., Bai, R. et al. Experimental study on consolidation and strength properties of tailings with different particle size distribution characteristics. Nat Hazards 114, 3683–3699 (2022). https://doi.org/10.1007/s11069-022-05537-y
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DOI: https://doi.org/10.1007/s11069-022-05537-y