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Impact of diatoms on fabric and chemical stability of diatom-kaolin mixtures

机译:硅藻对织物和硅藻-高岭土混合物化学稳定性的影响

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摘要

Natural soils containing diatoms tend to have high compressibility, low shear strength, and difficulty of compaction. Yet, given their unique characteristics (i.e., high water absorption, liquid limit, and friction angle), there is great potential for utilizing diatoms and natural diatomaceous soils in the development of engineered particulate materials for geotechnical and geoenvironmental engineering applications. One of these applications is the use of diatom-modified soils for the construction of chemical and hydraulically-stable landfill liners and covers. Two important considerations for the long term response of liners and covers are the stability against: (1) ionic concentration-induced aggregation and (2) capillary force-induced deformations that may cause crack formation. In this study, we investigate the influence of diatomaceous earth on the resulting soil fabric and chemical stability through fabric formation studies, changes in water retention characteristics, and silica dissolution of diatomaceous earth-kaolin mixtures. Testing includes bench-scale fabric formation tests (i.e., Atterberg limits, sedimentation, and viscosity) and the measurement of water retention curves for various diatom-kaolin mixtures. The presence of diatoms (1) decreased the tendency of the mineral mixture to coagulate in the presence of salt, (2) significantly increased the liquid and plastic limits of the mineral mixture, (3) increased the water holding capacity of the mineral mixtures, and (4) reduced the solubility of kaolin mixtures, even in electrolyte solutions. That is, the presence of the diatoms has a great impact on the overall behavior of the soil mixtures by reducing the influence of pore fluid ionic concentration and by creating a stiffer skeleton that reduces the soil tendencies to deform due to osmotic and matric suction changes.
机译:含有硅藻的天然土壤倾向于具有高可压缩性,低剪切强度和压实困难。然而,由于其独特的特性(即高吸水率,液体极限和摩擦角),在开发用于土工和地球环境工程应用的工程颗粒材料中,利用硅藻和天然硅藻土具有巨大的潜力。这些应用之一是将硅藻改性的土壤用于化学和水硬性填埋场衬里和覆盖物的构造。衬垫和覆盖层的长期响应的两个重要考虑因素是对以下各项的稳定性:(1)离子浓度引起的聚集和(2)毛细管力引起的可能导致裂纹形成的变形。在这项研究中,我们通过织物形成研究,保水特性的变化以及硅藻土-高岭土混合物的二氧化硅溶解,研究了硅藻土对所得土壤织物和化学稳定性的影响。测试包括实验室规模的织物形成测试(即Atterberg极限,沉降和粘度)以及各种硅藻-高岭土混合物的保水曲线的测量。硅藻的存在(1)降低了盐存在下矿物混合物凝结的趋势,(2)显着提高了矿物混合物的液体和塑性极限,(3)增加了矿物混合物的持水量, (4)即使在电解质溶液中也降低了高岭土混合物的溶解度。就是说,硅藻的存在通过减少孔隙流体离子浓度的影响并通过形成更硬的骨架来减少土壤由于渗透和基质吸力变化而变形的趋势,对土壤混合物的整体行为产生了很大的影响。

著录项

  • 来源
    《Applied clay science》 |2011年第3期|p.287-294|共8页
  • 作者单位

    Department of Civil and Environmental Engineering, 231D Sackett Building, Penn State University, University Park, PA 16802, USA;

    Department of Civil and Environmental Engineering, 231D Sackett Building, Penn State University, University Park, PA 16802, USA;

    Geological Engineering Program, University of Wisconsin-Madison, Madison, WI 53711, USA;

    Geological Engineering Program, University of Wisconsin-Madison, Madison, WI 53711, USA;

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

    diatoms; kaolin; silica dissolution; atterberg limits; viscosity; soil-water characteristic curves;

    机译:硅藻;高岭土二氧化硅溶解阿特伯格极限;粘度土壤水特征曲线;

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