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Change in Arsenic Leaching from Silty Soil by Adding Slag Cement

机译:通过加入渣水泥从粉冻土壤的砷浸出的变化

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摘要

Cementitious materials are commonly used to reinforce the bearing capacity of silty soils. However, there is very little data about how changes in arsenic (As) leaching from silty soils caused by the addition of cementitious materials. Therefore, batch leaching tests were conducted using As-bearing silty soil under different pH conditions. The pH was adjusted by changing the amount of slag cement added or the concentration of sodium hydroxide. This allows us to evaluate the effects of cement on As leaching. In addition, two different additives were applied to reduce As migration. The results show that high concentration of calcium ion (Ca2+) in leachates of soil-cement mixture has a significant effect in reducing the mobility of As even under hyperalkaline pH conditions. Arsenic immobilized by Ca2+ was observed in two patterns. The first mechanism was the help of Ca2+ to reduce the negative electrical potential on the surface of (hydr)oxide minerals under high pH conditions, thereby reducing the mobility of As by adsorption and coagulation of fresh precipitates of Fe and Al hydroxides. The second was the precipitation of calcium carbonate. This precipitate either directly adsorb/co-precipitate As or lower the concentration of strong competing ion, silica, both of which reduced the As mobility. When Ca- or Mg-based additive was added to the silty soil-cement mixture, As concentration in the leachate decreased. These findings are useful in developing sustainable soil-cement reinforcement techniques to avoid contamination.
机译:胶凝材料通常用于加强粉质土壤的承载力。然而,关于从加入水泥材料引起的粉冻土壤中浸出的砷(AS)浸出的变化很少。因此,在不同的pH条件下使用含含硅土进行批量浸出试验。通过改变添加的渣水泥的量或氢氧化钠浓度来调节pH。这使我们可以评估水泥对浸出的影响。此外,应用了两种不同的添加剂以减少迁移。结果表明,土壤 - 水泥混合物渗滤液中的高浓度钙离子(Ca2 +)具有显着的效果,即使在甲脂素pH条件下也能降低均匀的迁移率。以两种模式观察到通过CA2 +固定的砷。第一机制是Ca2 +的帮助,以在高pH条件下降低(氢)氧化物矿物表面上的负电电位,从而通过对Fe和Al氢氧化物的新鲜沉淀物的吸附和凝固来降低迁移率。第二是碳酸钙的沉淀。这种沉淀出直接吸附/共沉淀为或降低强竞争离子,二氧化硅的浓度,这两者都将其降低为迁移率。当加入基于Ca-或Mg的添加剂到粉状土壤 - 水泥混合物中时,随着渗滤液中的浓度降低。这些发现对于开发可持续的土壤 - 水泥增强技术,以避免污染。

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  • 来源
    《Water, Air, and Soil Pollution》 |2020年第6期|259.1-259.12|共12页
  • 作者单位

    Hokkaido Univ Fac Engn Sapporo Hokkaido 0608628 Japan|Hokkaido Univ Fac Engn Lab Resources Environm & Remediat Sapporo Hokkaido 0608628 Japan;

    Hokkaido Univ Grad Sch Engn Sapporo Hokkaido 0608628 Japan;

    Hokkaido Univ Grad Sch Engn Sapporo Hokkaido 0608628 Japan;

    Hokkaido Univ Grad Sch Engn Sapporo Hokkaido 0608628 Japan;

    Hokkaido Univ Fac Engn Sapporo Hokkaido 0608628 Japan;

    Pacific Consultants Co Ltd Chiyoda Ku 3-22 Kanda Nishikicho Tokyo 1018462 Japan;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Arsenic; Silty soil; Leaching; Slag cement;

    机译:砷;粉状土壤;浸出;渣水泥;

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