Literature DB >> 24637445

Effect of acid rain pH on leaching behavior of cement stabilized lead-contaminated soil.

Yan-Jun Du1, Ming-Li Wei2, Krishna R Reddy3, Zhao-Peng Liu4, Fei Jin5.   

Abstract

Cement stabilization is a practical approach to remediate soils contaminated with high levels of lead. However, the potential for leaching of lead out of these stabilized soils under variable acid rain pH conditions is a major environmental concern. This study investigates the effects of acid rain on the leaching characteristics of cement stabilized lead contaminated soil under different pH conditions. Clean kaolin clay and the same soil spiked with 2% lead contamination are stabilized with cement contents of 12 and 18% and then cured for 28 days. The soil samples are then subjected to a series of accelerated leaching tests (or semi-dynamic leaching tests) using a simulated acid rain leachant prepared at pH 2.0, 4.0 or 7.0. The results show that the strongly acidic leachant (pH ∼2.0) significantly altered the leaching behavior of lead as well as calcium present in the soil. However, the differences in the leaching behavior of the soil when the leachant was mildly acidic (pH ∼4.0) and neutral (pH ∼7.0) prove to be minor. In addition, it is observed that the lead contamination and cement content levels can have a considerable impact on the leaching behavior of the soils. Overall, the leachability of lead and calcium is attributed to the stability of the hydration products and their consequent influence on the soil buffering capacity and structure.
Copyright © 2014 Elsevier B.V. All rights reserved.

Entities:  

Keywords:  Acid rain; Diffusion coefficient; Dynamic leaching; Lead; Solidification/stabilization

Mesh:

Substances:

Year:  2014        PMID: 24637445     DOI: 10.1016/j.jhazmat.2014.02.002

Source DB:  PubMed          Journal:  J Hazard Mater        ISSN: 0304-3894            Impact factor:   10.588


  13 in total

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4.  Dynamic leaching behavior of geogenic As in soils after cement-based stabilization/solidification.

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Authors:  Jie Tang; Qiang Xue; Honghan Chen; Wenting Li
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9.  Effects of Long-Term Freeze-Thaw Cycles on the Properties of Stabilized/Solidified Lead-Zinc-Cadmium Composite-Contaminated Soil.

Authors:  Zhongping Yang; Jiazhuo Chang; Yao Wang; Xuyong Li; Shu Li
Journal:  Int J Environ Res Public Health       Date:  2021-06-06       Impact factor: 3.390

10.  Influence of Freeze-Thaw Cycles and Binder Dosage on the Engineering Properties of Compound Solidified/Stabilized Lead-Contaminated Soils.

Authors:  Zhongping Yang; Yao Wang; Denghua Li; Xuyong Li; Xinrong Liu
Journal:  Int J Environ Res Public Health       Date:  2020-02-08       Impact factor: 3.390

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