Study on the Semi-Dynamic Leaching Characteristics of CD Contaminated Soils Solidified/Stabilized with Phosphate under the Condition of Acid Rain

被引:0
|
作者
Wu, H. L. [1 ]
Du, Y. J. [1 ]
Wang, F. [1 ]
Wei, M. L. [1 ]
Feng, Y. S. [1 ]
机构
[1] Southeast Univ, Inst Geotech Engn, Jiangsu Key Lab Urban Underground Engn & Environm, Nanjing 210096, Jiangsu, Peoples R China
基金
中国国家自然科学基金; 国家高技术研究发展计划(863计划);
关键词
STABILIZED/SOLIDIFIED SOILS; HEAVY-METALS; LEAD; CEMENT; DIFFUSION; STABILIZATION; BEHAVIOR; BINDER; PB; PH;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
pH values significantly affect leachability of stabilized/solidified heavy metals contaminated soils. The diffusion coefficient (D-e) and the retardation factor (R-d) are essential for quantitative assessment of the impact of stabilized/solidified contaminated soils on surrounding environment. Diffusion of Cd leached from a new binder stabilized/solidified Cd-contaminated soil are investigated in this research. A series of tests including desorption test and semi-dynamic leaching test conduct to determine the obvious diffusion coefficient (D-obs) and the R-d, respectively. Desorption test results show that leached concentrations of Cd increase with the increase of its initial concentrations and a desorption curve fit well in the Freundlich desorption/adsorption model. The semi-dynamic leaching test results show that the accumulated heavy metal mass has a linear-relationship with time on a logarithmic scale. The results demonstrate that the D-obs of Cd calculated at 2.11x10(-12), the retardant factor of Cd determined as 109.7 and the D-e is therefore determined as 2.32x10(-10) m(2)/s.
引用
收藏
页码:414 / 422
页数:9
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