4.7 Article

Stabilization of arsenic and antimony Co-contaminated soil with an iron-based stabilizer: Assessment of strength, leaching and hydraulic properties and immobilization mechanisms

期刊

CHEMOSPHERE
卷 301, 期 -, 页码 -

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.chemosphere.2022.134644

关键词

Arsenic and antimony co-contaminated soil; Stabilization; Unconfined compressive strength; Hydraulic conductivity; Leached concentration; Immobilization mechanism

资金

  1. National Key Research and Development Program of China [2019YFC1806000]
  2. National Natural Science Foundation of China [41877248, 42177133, 41902276]
  3. Postgraduate Research & Practice Innovation Program of Jiangsu Province [KYCX18_0124]
  4. Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering [019016]

向作者/读者索取更多资源

Soils with high concentrations of arsenic and antimony in mining areas pose significant risks to human health and ecosystems. A new stabilizer called PFSC, composed of polymerized ferric sulfate (PFS) and calcium hydroxide (Ca(OH)2), was proposed to stabilize soils contaminated with co-existing arsenic and antimony. The study showed that increasing the dosage of PFSC effectively reduced the leached concentrations of arsenic and antimony. The stabilizer also improved the compressive strength and reduced the hydraulic conductivity of the soil. The mechanisms of immobilization involved adsorption on ferrihydrite, entrapment in hematite lattices, and co-precipitation with calcite.
Soils with relatively high concentrations of arsenic (As) and antimony (Sb) in mining areas would impose significant risks to human health and ecosystem. A new stabilizer PFSC composed of polymerized ferric sulfate (PFS) and calcium hydroxide (Ca(OH)2) is proposed to stabilize the soil with co-existed As and Sb sampled at an abandoned arsenic factory site. The effects of stabilizer dosage on the properties of the stabilized soil including leached concentrations of As and Sb, unconfined compressive strength (UCS), and hydraulic conductivity (kw) were investigated. The mechanisms of As and Sb immobilization in the soils were interpreted by Tessier's sequential extraction procedure (SEP), scanning electron microscope (SEM), and X-ray diffraction (XRD) results. The results showed increasing PFSC dosage was effective for reducing leached concentrations of As and Sb. When the PFSC dosage increased from 2% to 10%, the UCS and kw increased from 84 to 206 kPa and decreased from 6.48 x 10-8 to 6.33 x 10-9 m s- 1, respectively. Tessier's SEP results showed that the leachable As and Sb fractions decreased from 12% to 5.6% and 7.5% to 3.8%, while the Fe-Mn oxides bound fractions increased from 22.3% to 29.4% and 13.2% to 19.5%. The SEM images and XRD patterns of untreated and PFSC stabilized contaminated soils indicated that hematite and calcite (CaCO3) were the main products of PFSC stabilization processes. Adsorption on ferrihydrite, entrapment in hematite lattices, and co-precipitate with calcite might were the main mechanisms of As and Sb immobilization.

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