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Effect of cyclic drying and wetting on engineering properties of heavy metal contaminated soils solidified/stabilized with fly ash

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Abstract

Solidification/stabilization (S/S) is one of the most effective methods of dealing with heavy metal contaminated soils. The effects of cyclic wetting and drying on solidified/stabilized contaminated soils were investigated. A series of test program, unconfined compressive strength (UCS) test, TCLP leaching test and scanning electron microscopy (SEM) test, were performed on lead and zinc contaminated soils solidified/stabilized by fly ash. Test results show that UCS and the leaching characteristics of heavy metal ions of S/S contaminated soils are significantly improved with the increase of fly ash content. UCS of S/S soils firstly increases with the increase of the times of drying and wetting cycles, after reaching the peak, it decreases with it. When the pollutant content is lower (1 000 mg/kg), the TCLP concentration first slightly decreases under cyclic drying and wetting, then increases, but the change is minor. The TCLP concentration is higher under a high pollutant content of 5 000 mg/kg, and increases with the increase of the times of drying and wetting cycles. The results of scanning electron microscopy (SEM) test are consistent with UCS tests and TCLP leaching tests, which reveals the micro-mechanism of the variations of engineering properties of stabilized contaminated soils after drying and wetting cycles.

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References

  1. YONG R N. Geoenvironmental engineering: Contaminated soils, pollutant fate, and mitigation [M]. Boca Raton London, New York, Washington DC: CRC Press, 2001.

    Google Scholar 

  2. RAICEVIC S, KALUDIEROVIC-RADOICIC T, ZOUBOULIS A I. In situ stabilization of toxic metals in polluted soils using phosphates: Theoretical prediction and experimental verification [J]. Journal of Hazardous Materials B, 2005, 117: 41–53.

    Article  Google Scholar 

  3. YANG X L, YIN J H. Slope equivalent Mohr-Coulomb strength parameters for rock masses satisfying the Hoek-Brown criterion [J]. Rock Mechanics and Rock Engineering, 2010, 43(4): 505–511.

    Article  MathSciNet  Google Scholar 

  4. YANG X L, HUANG F. Collapse mechanism of shallow tunnel based on nonlinear Hoek-Brown failure criterion [J]. Tunnelling and Underground Space Technology, 2011, 26(6): 686–691.

    Article  Google Scholar 

  5. BURDEN F R, FORSTNER U, MCKELVIE I D, GUENTHER A. Environmental monitoring handbook [M]. New York: The McGraw-Hill Companies, 2002.

    Google Scholar 

  6. CYNTHIA R E, DAVID A D. Remediation of metals-contaminated soils and groundwater technology [D]. Pittsburgh, PA: Carnegie Mellon University, 1997.

    Google Scholar 

  7. YANG X L. Seismic passive pressures of earth structures by nonlinear optimization [J]. Archive of Applied Mechanics, 2011, 81(9): 1195–1202.

    Article  Google Scholar 

  8. MULLIGAN C N, YONG R N, GIBBS B F. Remediation technologies for metal-contaminated soils and groundwater: An evaluation [J]. Engineering Geology, 2001, 60: 193–207.

    Article  Google Scholar 

  9. ACAR Y B, GALE R J. Electrokinetic remediation: Basic and technology status [J]. Journal of Hazardous Materials, 1995, 40: 117–137.

    Article  Google Scholar 

  10. DERMATAS D, MENG X G. Utilization of fly ash for stabilization/solidification of heavy metal contaminated soils [J]. Engineering Geology, 2003, 70: 377–394.

    Article  Google Scholar 

  11. YANG X L. Seismic bearing capacity of a strip footing on rock slopes [J]. Canadian Geotechnical Journal, 2009, 46(8): 943–954.

    Article  Google Scholar 

  12. YANG X L, WANG J M. Ground movement prediction for tunnels using simplified procedure [J]. Tunnelling and Underground Space Technology, 2011, 26(3): 462–471.

    Article  Google Scholar 

  13. KUMPIENE J, LAGERKVIST A, MAURICE C. Stabilization of As, Cr, Cu, Pb and Zn in soil using amendments-A review [J]. Waste Management, 2008, 28: 215–225.

    Article  Google Scholar 

  14. MOON D H, WAZNE M, YOON I, GRUBB D G. Assessment of cement kiln dust (CKD) for stabilization/solidification (S/S) of arsenic contaminated soils [J]. Journal of Hazardous Materials, 2008, 159, 512–518.

    Article  Google Scholar 

  15. MOON D H, GRUBBA D G, REILLY T L. Stabilization/solidification of selenium-impacted soils using Portland cement and cement kiln dust [J]. Journal of Hazardous Materials, 2009, 168, 944–951.

    Article  Google Scholar 

  16. YOON I H, MOON D H, KIM K W, LEE K Y, LEE J H, KIM M G. Mechanism for the stabilization/solidification of arsenic-contaminated soils with Portland cement and cement kiln dust [J]. Journal of Environmental Management, 2010, 91: 2322–2328.

    Article  Google Scholar 

  17. ZHA F S, LIU J J, CUI K R, XU L. Utilization of cement for solidification/stabilization (s/s) of heavy metal contaminated soils [J]. Disaster Advances, 2012, 5(4): 1574–1577.

    Google Scholar 

  18. ZHA F S, XU L, CUI K R. Strength characteristics of heavy metal contaminated stabilized/solidified by cement [J]. Rock and Soil Mechanics, 2012, 33(3): 652–656, 664. (in Chinese)

    Google Scholar 

  19. YIN C Y, MAHMUD H B, SHAABAN M G. Stabilization/solidification of lead-contaminated soil using cement and rice husk ash [J]. Journal of Hazardous Materials, 2006, 137(3): 1758–1764.

    Article  Google Scholar 

  20. YANG X L, ZOU J F. Cavity expansion analysis with non-linear failure criterion [J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2011, 164(1): 41–49.

    MathSciNet  Google Scholar 

  21. VOGLAR G E, LESTAN D. Efficiency modeling of solidification/stabilization of multi-metal contaminated industrial soil using cement and additives [J]. Journal of Hazardous Materials, 2011, 192: 753–762.

    Article  Google Scholar 

  22. SINGH T S, PANT K K. Solidification/stabilization of arsenic containing solid wastes using portland cement, fly ash and polymeric materials [J]. Journal of Hazardous Materials, 2006, 131(1/2/3): 29–36.

    Article  Google Scholar 

  23. MOON D H, LEE J R, GRUBB D G, PARK J H. An assessment of Portland cement, cement kiln dust and class C fly ash for the immobilization of Zn in contaminated soils [J]. Environmental Earth Science, 2010, 61: 1745–1750.

    Article  Google Scholar 

  24. WANG J H, GAO Y Q. Study on the strength degradation mechanism of cement-soils resulting from dry-wet cycles [J]. China Railway Science, 2006, 27(5): 23–27. (in Chinese)

    Google Scholar 

  25. ZHAO M L, WANG J H, LIANG A H. Test study on the effect of cyclic dry-wet process on the fatigue strength of cement-soil [J]. China Railway Science, 2005, 26(2): 25–28. (in Chinese)

    Google Scholar 

  26. LI L, ZHU W, LIN C, OHKI T. Study of wet and dry properties of solidified sludge [J]. Rock and Soil Mechanics, 2009, 30(10): 3001–3004, 3012. (in Chinese)

    Google Scholar 

  27. ZHANG H Y, WANG B, DONG X L, FENG L, FAN Z M. Leaching properties of heavy metals in solidified sludge [J]. Science in China, 2009, 39(6): 1167–1173.

    Google Scholar 

  28. ZHU W, LI L, LIN C. Biochemical effects on permeability of solidified sludge [J]. Rock and Soil Mechanics, 2006, 27(6): 933–938. (in Chinese)

    Google Scholar 

  29. YUAN J X. Brief description of environmental geotechnical engineering problems [J]. Rock and Soil Mechanics, 1996, 17(2): 88–93. (in Chinese)

    Google Scholar 

Download references

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Correspondence to Fu-sheng Zha  (查甫生).

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Foundation item: Projects(41172273, 40802079, 51108288) supported by the National Natural Science Foundation of China; Project(KLE-TJGE-B1106) supported by the Opening Fund of Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education (Tongji University), China

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Zha, Fs., Liu, Jj., Xu, L. et al. Effect of cyclic drying and wetting on engineering properties of heavy metal contaminated soils solidified/stabilized with fly ash. J. Cent. South Univ. 20, 1947–1952 (2013). https://doi.org/10.1007/s11771-013-1694-5

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  • DOI: https://doi.org/10.1007/s11771-013-1694-5

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