›› 2012, Vol. 26 ›› Issue (3): 88-90.

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Leaching Properties of Cement-based Solidified/stabilized  Zinc Contaminated Kaolin

WANG Le1, JIANG Ningjun2, ZHU Jingjing2, DU Yanjun2   

  1. (1. School of Transportation, Southeast University, Nanjing 210096; 2. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096)
  • Received:2012-01-06 Online:2012-06-20 Published:2012-06-25

Abstract: This paper presents a study of Toxicity Characteristic Leaching Procedure (TCLP) leaching characteristics of cementbased solidified/stabilized zinc contaminated kaolin. Zinc contaminated soils used in the test were artificially prepared with varying initial Zn2 concentration, the cement content and the curing time. Results indicate that the pH of leachate remained stable between 10 and 12 before initial Zn2 concentration reached a threshold. When the initial Zn2 concentration exceeded this threshold, the pH value of leachate declined sharply below 8. There is also a threshold of initial Zn2 concentration for the EC value. When the initial Zn2 concentration exceeded this threshold, EC of leachate rose sharply above 7.8 mS/cm. The pH of leachate changed with initial Zn2 concentration and ranged from 6.7 to 11.6. Within this range, the concentration of Ca2 and Zn2 decreased with the increase in pH of leachate. Ca2 and Zn2 ions were dominant in the leachate.

Key words: Solidification/stabilization, Zinc contaminated kaolin, TCLP, Leaching characteristics