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Laboratory investigation on the retention performance of a soil–bentonite mixture used as an engineered barrier: insight into the effects of ionic strength and associated heavy metal ions

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Abstract

Soil–bentonite (S-B) materials are promising backfill materials for use as engineered barriers in heavy metal-contaminated sites. The effects of contaminant exposure on the retention performance of the S-B barrier remain unrevealed. In this study, based on the pollution status of an abandoned ferroalloy factory located in southern China, the retention performance of the S-B mixture toward Cr(VI) and Zn(II) was studied through adsorption and diffusion experiments sequentially; the separate effect of ionic strength (binary solution) and the combined effect of ionic strength and associated heavy metal ion (ternary solution) were discussed. In NaCl–Cr(VI)/Zn(II) binary solutions, the adsorption of Zn(II) onto the S-B mixture is larger than that of Cr(VI). Kd, Qmax, and ɛacc (accessible porosity) of Cr(VI) increase through increasing ionic strength, while Zn(II) shows the opposite trend; De (effective diffusion coefficient) values for both Cr(VI) and Zn(II) increased with increasing ionic strength and follow a sequence of Cr(VI) > Zn(II), indicating a better retention performance of the S-B mixture to Zn(II). For a given ionic strength, the adsorption of Zn(II) was larger than that of Cr(VI), which can be attributed to the retention specificity of the S-B mixture to anion and cation. In Cr(VI)–Zn(II)–NaCl ternary solutions, the adsorptions of Cr(VI) and Zn(II) are enhanced in varying degrees when compared with their binary solution, which probably could be attributed to the ion bridge role of Cr(VI)/Zn(II) to connect each other that relatively increased the adsorption capacity of S-B material. This work will contribute to an in-depth understanding of the retention performance of the S-B mixture in complicated chemical environments and facilitate the selection of future remediation strategies.

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Data availability

The data used to support the findings of this study are available from the corresponding author upon request.

References

  • An N, Zagorščak R, Thomas HR (2022) Adsorption characteristics of rocks and soils, and their potential for mitigating the environmental impact of underground coal gasification technology: a review. J Environ Manage 305:114390

    Article  CAS  Google Scholar 

  • Chakraborty R, Ghosh A, Ghosh S, Mukherjee S (2015) Evaluation of contaminant transport parameters for hexavalent chromium migration through saturated soil media. Environ Earth Sci 74:5687–5697

    Article  CAS  Google Scholar 

  • Chen YG, He Y, Ye WM, Jia LY (2015) Competitive adsorption characteristics of Na(I)/Cr(III) and Cu(II)/Cr(III) on GMZ bentonite in their binary solution. J Ind Eng Chem 26:335–339

    Article  CAS  Google Scholar 

  • Chen G, Shah KJ, Shi L, Chiang PC, You Z (2019) Red soil amelioration and heavy metal immobilization by a multi-element mineral amendment: performance and mechanisms. Environ Pollut 254:112964

    Article  CAS  Google Scholar 

  • Chotpantarat S, Ong SK, Sutthirat C, Osathaphan K (2011) Effect of pH on transport of Pb2+, Mn2+, Zn2+ and Ni2+ through lateritic soil: column experiments and transport modeling. J Environ Sci 23:640–648

    Article  CAS  Google Scholar 

  • Du YJ, Fan RD, Reddy KR, Liu SY, Yang YL (2015) Impacts of presence of lead contamination in clayey soil–calcium bentonite cutoff wall backfills. Appl Clay Sci 108:111–122

    Article  CAS  Google Scholar 

  • Fida H, Guo S, Zhang G (2015) Preparation and characterization of bifunctional Ti€"Fe kaolinite composite for Cr(VI) removal. J Colloid Interface Sci 442:30–38

    Article  CAS  Google Scholar 

  • Frid AS, Borisochkina TI (2019) Parameters of mathematical models for vertical migration of heavy metals in soils in the area of lead and antimony plant. Dokuchaev Soil Bulletin 97:150–164

    Article  Google Scholar 

  • Glaus MA, Frick S, Rossé R, Loon L (2010) Comparative study of tracer diffusion of HTO, 22 Na+ and 36 Cl in compacted kaolinite, illite and montmorillonite. Geochim Cosmochim Acta 74:1999–2010

    Article  CAS  Google Scholar 

  • He Y, Chen YG, Ye WM (2016) Equilibrium, kinetic, and thermodynamic studies of adsorption of Sr(II) from aqueous solution onto GMZ bentonite. Environ Earth Sci 75:807

    Article  Google Scholar 

  • He Y, Wang MM, Wu DY, Zhang KN, Ye WM (2020) Effects of chemical solutions on the hydromechanical behavior of a laterite/bentonite mixture used as an engineered barrier. Bull Eng Geol Env 80:1–12

    Google Scholar 

  • He Y, Li BB, Zhang KN, Li Z, Ye WM (2019a) Experimental and numerical study on heavy metal contaminant migration and retention behavior of engineered barrier in tailings pond. Environ Pollut 252:1010-1018

    Article  CAS  Google Scholar 

  • He Y, Ye WM, Chen YG, Zhang KN, Wu DY (2019b) Effects of NaCl solution on the swelling and shrinkage behavior of compacted bentonite under one-dimensional conditions. Bull Eng Geol Environ 79(1):399–410

    Article  Google Scholar 

  • He Y, Hu G, Wu DY, Zhu K F, Zhang KN (2022) Contaminant migration and the retention behavior of a laterite–bentonite mixture engineered barrier in a landfill. J Environ Manage 304:114338

    Article  CAS  Google Scholar 

  • Jungwirth P, Cremer PS (2014) Beyond Hofmeister. Nat Chem 6:261

    Article  CAS  Google Scholar 

  • Kang JB, Shackelford CD (2009) Clay membrane testing using a flexible-wall cell under closed-system boundary conditions. Appl Clay Sci 44:43–58

    Article  CAS  Google Scholar 

  • Li Y, Yue QY, Gao BY (2010) Effect of humic acid on the Cr(VI) adsorption onto kaolin. Appl Clay Sci 48:481–484

    Article  CAS  Google Scholar 

  • Liu M, Chen JB, Sun XS, Hu ZZ, Fan DJ (2018) Accumulation and transformation of heavy metals in surface sediments from the Yangtze River estuary to the East China Sea shelf. Environ Pollut 245:111–121

    Article  Google Scholar 

  • Lu PH, He Y, Zhang Z, Ye WM (2021) Predicting chemical influence on soil water retention curves with models established based on pore structure evolution of compacted clay. Comput Geotech 138:104360

    Article  Google Scholar 

  • Lu PH, He Y, Ye WM, Chen YG, Zhang KN (2022) Experimental investigations and microscopic analyses of chemical effects and dry density on the swelling behavior of compacted bentonite. Bull Eng Geol Env 81:243

    Article  Google Scholar 

  • Malusis MA, Mckeehan M (2014) Closure to ‘chemical compatibility of model soil-bentonite backfill containing multiswellable bentonite.’ J Geotech Geoenviron Eng 140:263–264

    Article  CAS  Google Scholar 

  • Matykowska L, Matusik J (2014) Behavior of kaolinite intercalation compounds with selected ammonium salts in aqueous chromate and arsenate solutions. J Mol Struct 71:52–59

    Google Scholar 

  • Meier AJ, Shackelford CD (2017) Membrane behavior of compacted sand-bentonite mixture. Can Geotech J 54:1284–1299

    Article  CAS  Google Scholar 

  • Morandini T, Leite A (2015) Characterization and hydraulic conductivity of tropical soils and bentonite mixtures for CCL purposes. Eng Geol 196:251–267

    Article  Google Scholar 

  • Oztoprak S, Pisirici B (2011) Effects of micro structure changes on the macro behaviour of Istanbul (Turkey) clays exposed to landfill leachate. Eng Geol 121:110–122

    Article  Google Scholar 

  • Qin B, Chen ZH, Liu YM, Wang J (2008) Swelling-shrinkage behaviour of Gaomiaozi bentonite, Chinese. J Geotech Eng 30:1005–1010

    CAS  Google Scholar 

  • Rowe RK, Abdelrazek AY (2019) Effect of interface transmissivity and hydraulic conductivity on contaminant migration through composite liners with wrinkles or failed seams. Can Geotech J 56:1650–1667

    Article  Google Scholar 

  • Shackelford CD, Moore SM (2013) Fickian diffusion of radionuclides for engineered containment barriers: diffusion coefficients, porosities, and complicating issues. Eng Geol 152:133–147

    Article  Google Scholar 

  • Shackelford CD, Meier A, Sample-Lord K (2016) Limiting membrane and diffusion behavior of a geosynthetic clay liner. Geotext Geomembr 44(5):707–718

    Article  Google Scholar 

  • Sridharan A, Hayashi S, Du YJ (2011) Discussion of “structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations.” Can Geotech J 44:241–242

    Article  Google Scholar 

  • Suzuki T, Nakahara F, Kawamoto T, Niinae M (2015) Immobilization of arsenate in kaolinite by the addition of magnesium oxide: an experimental and modeling investigation. J Hazard Mater 300:680–687

    Article  CAS  Google Scholar 

  • Tachi Y, Yotsuji K (2014) Diffusion and sorption of Cs+, Na+, I and HTO in compacted sodium montmorillonite as a function of porewater salinity: integrated sorption and diffusion model. Geochimica Et Cosmochimica Acta 132:75–93

    Article  CAS  Google Scholar 

  • Tian R, Yang G, Li H, Gao X, Liu X, Zhu H, Tang Y (2014) Activation energies of colloidal particle aggregation: towards a quantitative characterization of specific ion effects. Phys Chem Chem Phys 16:8828–8836

    Article  CAS  Google Scholar 

  • Wang T, Liu W, Xiong L, Xu N, Ni J (2013) Influence of pH, ionic strength and humic acid on competitive adsorption of Pb(II), Cd(II) and Cr(III) onto titanate nanotubes. Chem Eng J 215:366–374

    Article  Google Scholar 

  • Wu T, Wang Z, Wang H, Zhang Z, Van Loon LR (2017) Salt effects on Re(VII) and Se(IV) diffusion in bentonite. Appl Clay Sci 141:104–110

    Article  CAS  Google Scholar 

  • Xu FS, Bian MD, Li CF, Wu X, Wang Z (2018) Effects of calcium concentration and differential settlement on permeability characteristics of bentonite-sand mixtures. Appl clay sci 153:16–22

    Article  CAS  Google Scholar 

  • Yang YL, Reddy KR, Du YJ (2018) Short-term hydraulic conductivity and consolidation properties of soil-bentonite backfills exposed to CCR-impacted groundwater. J Geotech Geoenviron Eng 144(6):04018025

  • Yong RN, Ouhadi VR, Goodarzi AR (2009) Effect of Cu2+ ions and buffering capacity on smectite microstructure and performance. J Geotech Geoenviron Eng 135:1981–1985

    Article  CAS  Google Scholar 

  • Zeng JQ, Luo XH, Cheng YZ, Hartley WS, We K, Li CX, Jiang J, Zhu F, Xue SG (2021) Spatial distribution of toxic metal(loid)s at an abandoned zinc smelting site, Southern China. J Hazard Mater 1:1–2. https://doi.org/10.1016/j.jhazmat.2021.127970

    Article  CAS  Google Scholar 

  • Zhang HY, Cui SL, Zhang M, Jia LY (2012) Swelling behaviors of GMZ bentonite–sand mixtures inundated in NaCl–Na 2SO 4 solutions. Nucl Eng Des 242:115–123

    Article  CAS  Google Scholar 

  • Zhang YY, He Y, Zhang KN, Chen YG, Ye WM (2021) Montmorillonite alteration and its influence on Sr (II) adsorption on GMZ bentonite. Environ Earth Sci 80:791

    Article  CAS  Google Scholar 

  • Zhu C, Wang Q, Huang X, Li T, Yang G (2021) Microscopic understanding about adsorption and transport of different Cr(VI) species at mineral interfaces. J Hazard Mater 414:125485

    Article  CAS  Google Scholar 

Download references

Funding

The authors are grateful to the National Natural Science Foundation of China (Project Nos. 42072318 and 41972282 and 41807253); the National Key Research and Development Program of China (Project No. 2019YFC1805905); and the Natural Science Foundation of Hunan Province, China (Project No. 2019JJ50763) for the financial support. And they are also grateful to the research fund program of the State Key Laboratory of Environmental Geochemistry (Project No. SKLEG2021208).

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All authors contributed to the study conception and design. Conceptualization, Yong He; methodology, Qi He and Yong He; writing, original draft preparation, Qi He and Yong He; writing, review and editing, Yong He and Zhao Zhang; funding acquisition, Yong He and Ke-neng Zhang; resources, Wei Lou and Jing Sun; and supervision, Hui-ping Hu, Yong-gui Chen, and Wei-min Ye.

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Correspondence to Yong He.

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He, Q., He, Y., Hu, Hp. et al. Laboratory investigation on the retention performance of a soil–bentonite mixture used as an engineered barrier: insight into the effects of ionic strength and associated heavy metal ions. Environ Sci Pollut Res 30, 50162–50173 (2023). https://doi.org/10.1007/s11356-023-25780-5

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