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Remediation of chromium contaminated soils with colloidal silica.

机译:用胶态二氧化硅修复铬污染的土壤。

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摘要

The low-viscosity stabilizer, colloidal silica, is extensively used as a grouting material in the construction of grout curtains. It has low viscosity and is non-toxic, which is suitable for injection to stabilize fine-grained soils. It is also applied as a stabilizer in the in-situ treatment of hazardous waste. Once the colloidal silica solution is injected into contaminated soil, it moves through the pores inside the soil matrix, initiating the stabilization process. The viscosity of the colloidal silica mixture increases while it moves until solidifications. This process is called gelation and results in the creation of a gel barrier around contaminated soil particles, causing a substantial reduction of fluid flow in the soil, this will minimize the movement of water and hence movement of contaminants through the gel mass.In this research, the stabilization process of chromium contaminated soils using colloidal silica were investigated. The transport of colloidal silica during injection was simulated at the microscopic level to further understand the gelation process. Diffusion of chromium through colloidal silica gel was modeled to evaluate the effectiveness of the technology. A new optical method to estimate the diffusion coefficient of chromium in gel was purposed. The diffusion coefficient obtained using the above optical method was used to evaluate the long term effectiveness of colloidal silica grouting technology.The movement of colloidal silica during the injection was modeled using the change in gel viscosity with time. The simulation showed that during the grouting process, solidification starts at the soil surface and expands to fill the void space within 1.2 hours. The different soil geometries resulted in the different velocity contours and different colloidal silica solidification patterns. The greater the ellipsoid axial ratio of soil resulted in faster solidification. (Abstract shortened by UMI.)
机译:低粘度稳定剂胶体二氧化硅被广泛用作灌浆幕布的灌浆材料。它具有低粘度且无毒,适合注入以稳定细粒土壤。在危险废物的现场处理中,它也被用作稳定剂。一旦将胶态二氧化硅溶液注入受污染的土壤中,它便会通过土壤基质内部的孔隙,从而开始稳定过程。胶态二氧化硅混合物的粘度在移动直至固化之前会增加。该过程称为胶凝作用,并导致在被污染的土壤颗粒周围形成凝胶屏障,从而导致土壤中的流体流动大量减少,这将使水的运动最小化,从而使污染物通过凝胶体的运动最小化。 ,研究了用胶态二氧化硅稳定铬污染土壤的过程。在微观上模拟了注射过程中胶体二氧化硅的运输,以进一步了解凝胶化过程。通过胶体硅胶对铬的扩散进行建模,以评估该技术的有效性。提出了一种新的光学方法来估算铬在凝胶中的扩散系数。使用上述光学方法获得的扩散系数用于评估胶体二氧化硅灌浆技术的长期有效性。使用凝胶粘度随时间的变化来模拟注射过程中胶体二氧化硅的运动。模拟表明,在灌浆过程中,固化从土壤表面开始,并在1.2小时内膨胀并填充到空隙中。不同的土壤几何形状导致不同的速度等高线和不同的胶态二氧化硅固化模式。土壤的椭球轴向比越大,固化越快。 (摘要由UMI缩短。)

著录项

  • 作者

    Yossapol, Netnapid.;

  • 作者单位

    New Jersey Institute of Technology.;

  • 授予单位 New Jersey Institute of Technology.;
  • 学科 Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 147 p.
  • 总页数 147
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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